# Laterization Process Recognition along the Northern Border of the Congo Craton by Geoelectrical and Geotechnical Data

Authors: H. L. Ekoro Nkoungou; S. A. Zogo Tsala; V. Oyoa; P. Eba'a Owoutou
Journal: International Journal of Geophysics
 (2023)

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## Abstract

With the properties of laterites being related to the nature of the rock from which they are derived, twenty vertical electrical surveys and twenty boreholes for geotechnical tests, distributed in two units (plutonic and green belt zones) of the Ntem complex located at the northern limit of the Congo Craton, were implemented to study the formation process of the laterites of this geological structure. The inversion of the geoelectrical data in the plutonic area resulted in three lateritic layers with resistivities of 1090Ω·m, 1302 Ω·m, and 1122 Ω·m, with induration and leaching indices of 28.9% and 72.56%. In the green belt zone, three lateritic layers were also identified with resistivities of 1080 Ω·m, 943 Ω·m, and 1158 Ω·m, with induration and leaching indices of 28.8% and 72.55%. The similarities of the geomechanical parameters (induration and lixiviation indices) show that these soils experienced similar weathering patterns during the same geological period, confirmed by CBR values, corresponding to PF3 platforms that can be used in road works. However, the average resistivity values in the different geological units (1171.77 Ω·m and 1061.16 Ω·m in plutonic and green belt areas) reflect the observed differences in resistivity values of the bedrock alterations (3413.51 Ω·m and 1569.32 Ω·m in plutonic and green belt areas), showing that these laterites are derived from different bedrock weathering. In addition, the average permeability values obtained in the plutonic zone (k=6.24E−05 cm/s) and in the green belt zone (k=5.82E−05 cm/s) confirm this difference. The reduction in the difference between the resistivities of the laterites compared to the difference observed in the bedrock of the two units highlights the leaching process over a long geological period.


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## Body

## 1. Introduction

The cost of study of the genesis of laterites by mineralogical and geochemical analysis limits the potential for prospecting, despite their intense use in constructions [1]. The laterites of the Congo Craton, which constitute 80% of this geological unit, in full industrial expansion, do not have detailed information on their mode of formation [2].The study of laterization, which conditions the properties of this type of soil, is still of little interest because of its cost. However, the availability of a large database of geoelectrical and geotechnical data from water drilling studies and road works, highlighting the physical and mechanical characteristics of the soils, can provide useful information for the interpretation of the laterization process [2].It is established that the physical characteristics, related to the nature of the soil, give information on the nature of the parent rock. At the same time, the mechanical properties of a soil give an account of the degree of alteration that led to its formation [3]. The comparative analysis of these parameters can inform on the quality of the mother rock and the process of alteration from geological units of different mineral compositions and ages, to decide globally on the mode of formation of a soil and the geological structure from which it comes [4, 5].The purpose of this work is to study the genesis of lateritic soils of the Ntem subbasin, which is part of the northern limit of the Congo Craton, in the extreme south of Cameroon, made up of a plutonic complex and a green belt zone. For this purpose, twenty vertical electrical soundings (VES) and twenty boreholes for geotechnical tests (Figure1) equally distributed on the two geological units of the Ntem unit were deployed (Figure 1), to bring out the physical (resistivity and hydraulic permeability) and geomechanical (induration and leaching indices) characteristics, permitting to conclude, by comparative analysis, on the origin and the mode of formation of the lateritic soils of the northern limit of the Congo Craton.Figure 1
Revised geologic map of the northern border of the Congo Craton [17].


## 2. Regional Geology

### 2.1. Geology

The study area belongs to the Ntem subbasin, whose base is part of the northern boundary cratonic complex of the Liberian-aged Congo Craton (>2800 Ma), in the far south of Cameroon. It is an intrusive plutonic complex made up of charnockite rocks and a ribbed series of granitic gneisses and a belt of greenstone (iron grooves). The charnockites and TTG form a sequence established between 300 and 2700 Ma. Potassium granitoids of crustal origin were introduced between 2660 and 2550 Ma [6–8]. The early Archean greenstones are amphibolites and granulites interpreted as remnants of supracrustal rocks [9, 10]. Their chemical composition refers to the terms tholeiitic and calcalkalic. The pre-Panafrican dolerites that cut the greenstone belts have been linked to a pre-Panafrican distension phase that initiated the rifting of Neoproterozoic trenches in the Congo Craton [6, 9].


### 2.2. Lateritic Soil Profile

The soil formations of southern Cameroon developed on the stable continental surface by isostatic readjustments and by putting aside the old lineaments (zones of great deformation) [11]. We have hydromorphic soils represented by the alluvial soils of sedimentary basins and the soils of the low swampy depths of forests.Red and yellow ferric soils are also found, occupying nearly 80 percent of the surface area of the rainforests. These soils are the result of the fertilization process that is predominant in warm, humid climates [12]. These soils have undergone significant climatic variation and the effects of intense pedogenetic processes.Studies on the genesis and evolution [13] and organization of these soils [14, 15] present highly varied but generally very differentiated soils in three major complexes above the bedrock:
(i)
An alteration layer with original structures of preserved bedrock(ii)
An intermediate layer of accumulation of metallic hydroxides and clays with litholithic organization totally or partially transformed(iii)
A top layer of soft, resistant residual minerals (quartz) and secondary minerals (kaolinite, hematite, goethite, gibbsite, and boehmite)These three units are genetically discontinuous and result from three different phases of weathering and pedogenesis [16].


## 2.1. Geology

The study area belongs to the Ntem subbasin, whose base is part of the northern boundary cratonic complex of the Liberian-aged Congo Craton (>2800 Ma), in the far south of Cameroon. It is an intrusive plutonic complex made up of charnockite rocks and a ribbed series of granitic gneisses and a belt of greenstone (iron grooves). The charnockites and TTG form a sequence established between 300 and 2700 Ma. Potassium granitoids of crustal origin were introduced between 2660 and 2550 Ma [6–8]. The early Archean greenstones are amphibolites and granulites interpreted as remnants of supracrustal rocks [9, 10]. Their chemical composition refers to the terms tholeiitic and calcalkalic. The pre-Panafrican dolerites that cut the greenstone belts have been linked to a pre-Panafrican distension phase that initiated the rifting of Neoproterozoic trenches in the Congo Craton [6, 9].


## 2.2. Lateritic Soil Profile

The soil formations of southern Cameroon developed on the stable continental surface by isostatic readjustments and by putting aside the old lineaments (zones of great deformation) [11]. We have hydromorphic soils represented by the alluvial soils of sedimentary basins and the soils of the low swampy depths of forests.Red and yellow ferric soils are also found, occupying nearly 80 percent of the surface area of the rainforests. These soils are the result of the fertilization process that is predominant in warm, humid climates [12]. These soils have undergone significant climatic variation and the effects of intense pedogenetic processes.Studies on the genesis and evolution [13] and organization of these soils [14, 15] present highly varied but generally very differentiated soils in three major complexes above the bedrock:
(i)
An alteration layer with original structures of preserved bedrock(ii)
An intermediate layer of accumulation of metallic hydroxides and clays with litholithic organization totally or partially transformed(iii)
A top layer of soft, resistant residual minerals (quartz) and secondary minerals (kaolinite, hematite, goethite, gibbsite, and boehmite)These three units are genetically discontinuous and result from three different phases of weathering and pedogenesis [16].


## 3. Methods and Materials

### 3.1. Vertical Electrical Soundings (VES)

The electrical method, which is regularly used for aquifer prospecting in Africa, has a large database in the geological units of the Congo Craton. This method consists of injecting an electric current into the soil through two electrodesA and B, while the potential difference is measured, and then measuring the potential drop induced between two other electrodes M and N called potential electrodes ΔV created by sending the current between the electrodes through a potentiometer.The apparent resistivity (ρa) is given by [18]
(1)ρaΩ⋅m=KmΔVmVImA,whereΔV is the potential measured, I is the known current, and K is the geometric factor of the quadrupole, obtained by
(2)K=2π1/MA−1/MB+1/NB−1/NA.Vertical electrical surveys (VES), following the Schlumberger principle, were carried out to determine the vertical resistivity profiles of the ground cover at the granitic base. These measurements were made with an ABEM SAS 1000 resistivity meter. Calculations were performed after each measurement to eliminate erroneous measurements.Geoelectrical profiles and samples for geotechnical testing were deployed on the two units on the northern boundary, to make a comparative analysis of their training modes (Figure1).Twenty vertical electrical soundings were carried out on two profiles deployed on two units of the northern boundary of the Northern Congo Craton (Figure1). The obtained resistivities were inverted using Earth Imager 1D software (https://www.agiusa.com), to extract the geological sections. The interpretation of the obtained geological sections was made from a six-layer model, according to the geological context, presented in Table 1.Table 1
Rock resistivity range.
MaterialRange resistivity (Ω·m)Gneiss6.8×1063×106Granite3×102106Granite (weathered)30500Laterite8001500Lateritic soil120750Factors influencing the mechanical characteristics of lateritic soils affecting their permeability and hydraulic conductivity were correlated to permeability, deduced from electrical resistivity, as presented in Formula (3), for granitic soils [19].
(3)k=3×10−30×ρ8.1m/sforρ<2000Ω⋅m.This formula established for the laterites of Ghana, like those of the northern limit of the Congo Craton, shows that the resistivities must be in the interval800≤ρ≤1500Ω⋅m.Laterite nature parameters can be correlated with apparent resistivity values. Table2 gives some values of permeabilities of tropical soils [20].Table 2
Permeability of some residual tropical soils [30].
ReferenceSoil typeCountryParent rockPermeabilityK (cm/s)Vargas [31]Residual gneissBrasilGneiss3×10−7 à 6×10−6Residual basaltBrasilBasal2.10−7Terzaghi and Robertson [32]Sasumua clayKenyaVolcanic ash0.8×10−7 à 7×10−7Matyas [33]Sasumua clayKenyaVolcanic ash2×10−7 à 6×10−8Fruhauf and Willis [34]LateriteHawaïBasalt1.48×10−4 à 5.4×10−7de Graft-Johnson et al. [35]Lateritic clayGhanaGranite7.5×10−5 à 1.7×10−7


### 3.2. Geotechnical Parameters

Twenty manual drillings of one- to five-meter depth were carried out according to the standard XP P94 202-12 [21], on the lateritic appearances of the two units of the northern limit of the Congo Craton, described above. These boreholes were drilled at the points of the vertical electrical soundings presented above (Figure 1). Tests on laterite soil samples included particle size analysis, specific gravity, Atterberg limits (liquidity and plasticity limit) [1], natural water content, CBR, and Proctor [1, 21]. The results of these geotechnical tests, which are used for road construction studies, are available in large numbers on this geological unit.The index of potential induration or degree of virtual armor is considered as one of the parameters, likely to better reflect the evolution of physical properties of weathering products of lateritic soils, which is related to the density of solid grains (γs), but the parameters of this relationship are according to the soil [22].The physical soil data from the Ngoumou-Mbalmayo-Bengbis areas in the northern boundary of the Congo Craton provide the following relationships between solid grain density (γs) and potential induration index (Iip) as well as with potential lixiviation index (Ilp) [22].
(4)Iip=−18.6γd+68.15,Ilp=−14.64γd+103.5.


## 3.1. Vertical Electrical Soundings (VES)

The electrical method, which is regularly used for aquifer prospecting in Africa, has a large database in the geological units of the Congo Craton. This method consists of injecting an electric current into the soil through two electrodesA and B, while the potential difference is measured, and then measuring the potential drop induced between two other electrodes M and N called potential electrodes ΔV created by sending the current between the electrodes through a potentiometer.The apparent resistivity (ρa) is given by [18]
(1)ρaΩ⋅m=KmΔVmVImA,whereΔV is the potential measured, I is the known current, and K is the geometric factor of the quadrupole, obtained by
(2)K=2π1/MA−1/MB+1/NB−1/NA.Vertical electrical surveys (VES), following the Schlumberger principle, were carried out to determine the vertical resistivity profiles of the ground cover at the granitic base. These measurements were made with an ABEM SAS 1000 resistivity meter. Calculations were performed after each measurement to eliminate erroneous measurements.Geoelectrical profiles and samples for geotechnical testing were deployed on the two units on the northern boundary, to make a comparative analysis of their training modes (Figure1).Twenty vertical electrical soundings were carried out on two profiles deployed on two units of the northern boundary of the Northern Congo Craton (Figure1). The obtained resistivities were inverted using Earth Imager 1D software (https://www.agiusa.com), to extract the geological sections. The interpretation of the obtained geological sections was made from a six-layer model, according to the geological context, presented in Table 1.Table 1
Rock resistivity range.
MaterialRange resistivity (Ω·m)Gneiss6.8×1063×106Granite3×102106Granite (weathered)30500Laterite8001500Lateritic soil120750Factors influencing the mechanical characteristics of lateritic soils affecting their permeability and hydraulic conductivity were correlated to permeability, deduced from electrical resistivity, as presented in Formula (3), for granitic soils [19].
(3)k=3×10−30×ρ8.1m/sforρ<2000Ω⋅m.This formula established for the laterites of Ghana, like those of the northern limit of the Congo Craton, shows that the resistivities must be in the interval800≤ρ≤1500Ω⋅m.Laterite nature parameters can be correlated with apparent resistivity values. Table2 gives some values of permeabilities of tropical soils [20].Table 2
Permeability of some residual tropical soils [30].
ReferenceSoil typeCountryParent rockPermeabilityK (cm/s)Vargas [31]Residual gneissBrasilGneiss3×10−7 à 6×10−6Residual basaltBrasilBasal2.10−7Terzaghi and Robertson [32]Sasumua clayKenyaVolcanic ash0.8×10−7 à 7×10−7Matyas [33]Sasumua clayKenyaVolcanic ash2×10−7 à 6×10−8Fruhauf and Willis [34]LateriteHawaïBasalt1.48×10−4 à 5.4×10−7de Graft-Johnson et al. [35]Lateritic clayGhanaGranite7.5×10−5 à 1.7×10−7


## 3.2. Geotechnical Parameters

Twenty manual drillings of one- to five-meter depth were carried out according to the standard XP P94 202-12 [21], on the lateritic appearances of the two units of the northern limit of the Congo Craton, described above. These boreholes were drilled at the points of the vertical electrical soundings presented above (Figure 1). Tests on laterite soil samples included particle size analysis, specific gravity, Atterberg limits (liquidity and plasticity limit) [1], natural water content, CBR, and Proctor [1, 21]. The results of these geotechnical tests, which are used for road construction studies, are available in large numbers on this geological unit.The index of potential induration or degree of virtual armor is considered as one of the parameters, likely to better reflect the evolution of physical properties of weathering products of lateritic soils, which is related to the density of solid grains (γs), but the parameters of this relationship are according to the soil [22].The physical soil data from the Ngoumou-Mbalmayo-Bengbis areas in the northern boundary of the Congo Craton provide the following relationships between solid grain density (γs) and potential induration index (Iip) as well as with potential lixiviation index (Ilp) [22].
(4)Iip=−18.6γd+68.15,Ilp=−14.64γd+103.5.


## 4. Results and Discussion

### 4.1. Vertical Electric Soundings (VES)

#### 4.1.1. Green Belt Zone

Ten vertical electrical soundings were carried out in the Meyomessala subdivision on laterite surface outcrops (Figure1). The geoelectrical cross sections, summarized in Table 3, with extracts in Figure 2, show structures of low surface thickness, low resistivity, comparable to lateritic soils, whose minimum value is 152.8Ω⋅m, obtained at station M8 (subdivision), while the maximum value is 724.8Ω⋅m, obtained at station M1 (Bidjong Public School). The thickness of these layers is between 0.2 and 0.8 meters. A second, more resistive layer with values up to 1382Ω⋅m (station M4), like a lateralized soil but with an average thickness of 0.5 meters, was observed globally.Table 3
Compiled VES data in the green belt zone.
LayerM1 BIDJONGM2 LYTECHM3 FERMM4 FOUNDAM5 GENDAM6 HOSPIM7 LYCLAM8 PREFECTM9 TRIBUNEM10 EVEA1Resistivity (Ω·m)724.8197.1626782.3507.9188.8197.4152.8304.8314.3Depth (m)0.30.50.30.80.20.30.40.50.212Resistivity (Ω·m)979820.710931382.91321.21213.6820.7274.5418.9675.7Depth (m)12.81.820.80.51.61.40.333Resistivity (Ω·m)1557.1883.81449.5776.31453.31337.9883.81440.3487.31413.6Depth (m)3.94.5464.45.543.42.554Resistivity (Ω·m)1308.2613.5951951.8987.9355.5613.512171292.5992.1Depth (m)8.89.18.814.5912.99.19.424.917.25Resistivity (Ω·m)1133.91377.1521.81331.6468844.91377.1590.5370807.9Depth (m)17.616.72239.722.227.919.821.129.453.9ρmean (laterite)1226.271042.511146.41945.551237.881274.24851.671323.951292.51042.51Figure 2
Geoelectrical sections in the green belt zone.A third layer with resistivities of the order of800−1500Ω⋅m, like lateritic structures with an average thickness of about 3 meters, was observed globally.A fourth layer made of structures within the resistivity range of lateritic structures with a maximum at station M1 (Bidjong Public School) of1308.2Ω⋅m and a minimum value of 333.5Ω⋅m obtained at station M6 (Meyomessala Hospital), with 7.5 m thickness, which can be assimilated to the altered granitic structures, is also observed.The fifth and sixth layers are constituted by structures with a higher resistivity range than the laterite, like gneiss-granite structures. We note that the thickness of the alteration is on average 30 meters.


#### 4.1.2. Plutonic Area

Ten vertical electrical soundings were deployed on the Sangmelima-Djoum road, on lateritic outcrops, Figure1, as shown in some of the pseudosections presented in Figure 3 and whose results are compiled in Table 4; the surface layers are equivalent to leached lateritic structures, with an average resistivity of 300Ω⋅m and an average thickness of 0.75 m. A second layer of average resistivity 286Ω⋅m with a thickness of approximately 1.13 m and a third layer of average resistivity with an average thickness of 3.6 m were observed.Figure 3
Geoelectrical sections in the plutonic area.Table 4
Compiled VES data in the plutonic area.
S1 BIDJONGS2 ESSABIKS3 EYEES4 MEKA’AS5 MEYOMS6 NGAMS7 NKOMES8 ALOUMAS9 DJOUMS10 DJOUM 21Resistivity (Ω·m)537477.5292.674.552.2284.2924238.8164.343Depth (m)0.30.50.50.210.32.50.20.450.12Resistivity (Ω·m)472370.1301.1143.6100.7458.2126.7461.3307.9112.6Depth (m)0.511.10.83.51.351.520.53Resistivity (Ω·m)186.3597.2391.9600.7651.5113.61298.8863.7569.5288.8Depth (m)4.13.552.563.913.53.85424Resistivity (Ω·m)8591316.6403.71384.51170.81102.4730.8783.2998.9914.8Depth (m)5.18.68.77.217.714.321.29.818.6812.865Resistivity (Ω·m)1452.51084.11299.2923.5344.8415.9312.71034.9686.1338.2Depth (m)15.621.925.617.541.638.833.918.0620.7743.016Resistivity (Ω·m)748.6498.7404480.23240.43425.81836.52899.94401719.1Depth (m)45.74448425144.54145.654746ρmean (laterite)1117.001194.711299.201130.751170.801102.401836.5863.70998.90914.80The fourth layer has an average value close to946Ω⋅m, which suggests the predominance of lateritic soils. However, at station S3 (Eye’e), a resistivity of 403.7 Ω·m not assimilable to lateritic structures was recorded. At the fifth and sixth layers, resistivity values not assimilable to lateritic structures were recorded. In this geological unit, an average depth of 27.6 meters was observed for rock alterations.


#### 4.1.3. Geoelectrical Parameters

The different geoelectrical sections revealed three layers of laterite structures, as considered by [23, 24] with the following physical characteristics, summarized in Table 5:
(i)
Upper layer: in the plutonic zone, the laterites have the following average values: 8.66 m thick, permeability of 2.85-10 cm/s, and 1090Ω·m resistivity, while in the green belt zone an average thickness of 1.47 m, permeability of 1.41-08 cm/s, and 1080.16 Ω·m resistivity were obtained(ii)
Middle layer: in the plutonic zone, average values of 9.32 m for thickness, 2.12-08 cm/s for permeability, and 1302Ω·m resistivity were obtained. The following average values were obtained in the green belt area: 4.35 m thickness, 1.17-07 cm/s for permeability, and 943 Ω·m resistivity(iii)
Deep layer: in the plutonic zone, an average permeability of 4.86-09 cm/s with an average thickness of 19.7 m and 1122Ω·m resistivity was obtained, while the average value of permeability is 1.53-05 cm/s with an average thickness of 21.24 meters and 1158 Ω·m resistivity recorded in the green belt zoneTable 5
Physical and mechanical parameters.
StationγdIip%Ilp%kcm/sStationγdIip%Ilp%kcm/sS12.0430.3173.656.24E−05M12.0031.0374.225.82E−05S22.0729.7373.203.35E−05M22.0929.3672.902.09E−05S32.1927.5071.444.99E−05M32.0230.6673.931.37E−04S42.1727.9171.764.33E−05M42.0530.1073.492.98E−05S52.1228.8072.462.15E−05M52.1428.4372.174.66E−05S62.2326.7670.851.32E−05M62.3324.9169.393.12E−05S71.8933.0075.774.98E−05M72.0130.8474.072.09E−05S82.1528.3072.074.86E−06M82.1129.0372.644.81E−05S92.1628.1571.954.86E−06M92.1927.5071.444.78E−05S102.1128.9972.619.71E−07M102.1927.5071.443.52E−05Mean228.9072.566.24E−05Mean2.1128.8872.555.82E−05


### 4.2. Geotechnical Parameters

#### 4.2.1. Green Belt Zone

The particle size analysis of samples from the Meyomessala area, Figure4, revealed a few elements superior to 31.5 mm; the fine fraction oscillates in average around 23%, which shows that the characteristics of these lateritic soils are similar to those of the fine fraction. With the values of the uniformity coefficients (1.11≤Cu≤1.6) and those of the curvature coefficient (1.07≤Cc≤1.6), it is therefore plausible to conclude that these soils have well-graded grain size structures and assimilate them to their fine particles, usable in road works.Figure 4
Sieve analysis of laterite in the green belt zone.The values of specific weight obtained in this area are in the range of2.00≤γd≤2.33. The values of Atterberg limits resulted in values of liquidity limits between 59% and 73.3% with an average value of 62.78%; the plasticity index in this area is between 26.8% and 38.10% with an average value of 30.96%, as shown in Table 6.Table 6
Geotechnical results in the green belt zone.
Atterberg limitPROCTORCBRGBearing capacityClassLLIPICɣs (t/m3)γd (t/m3)W (%)95%%EPFSolGTRM162.730.51.6752.77213130.6265PF2S3B6 tsM276.238.11.6782.862.0911.2340.54170PF3S4A3 sM35933.31.3082.862.0213.9250.34125PF3S4B6 tsM466.431.31.7012.742.0511.5510.3255PF4S5B6 tsM564.926.81.9542.972.1411540.42270PF4S4B6 tsM65933.31.463.132.3310.5490.5245PF4S5A3 tsM776.336.21.7822.942.0113.8280.34140PF3S4A3 tsM875.233.91.9352.662.1089.5410.42205PF4S5A3 tsM97133.61.7232.922.1910.5260.4130PF3S4A3 tsM1060.431.61.6482.922.1910.5340.3170PF3S5B6 tsMean67.1132.861.6862.87442.112811.5435.50.418177.5PF3S4A3 tsThe average value of the optimum water content required for compaction in road works, obtained from the modified Proctor test, is for this area in the range9.50≤wopt≤13.90;mean=10.60. It is noted that the lower value is globally higher than the natural water content values (1≤wnat≤10).The specific weight values are in the order of2.0≤γd≤2.33;mean=2.05. The CBR index is of the order of 13≤CBR≤54;mean=35.5: with an average swelling of 0.35 mm (0.3≤G≤0.62;mean=0.35). These different results show that the lateritic soils of this area are made of materials insensitive to water, very little deformable.The resulting platform is a PF3 platform, on average, according to the GTR (“Guide de Terrassements Routiers”) classification with Young’s modulus of 177.5 MPa, which can be used as a foundation or base layer for secondary roads.


#### 4.2.2. Plutonic Area

The samples from this area have a sieve case of more than 35% (40% at S1); however, the average obtained is 16.1% (sieved at80μm), which shows that the behavior of these lateritic soils is also comparable to that of the fine fraction, as can be seen in Figure 5. The values of the uniformity coefficient (1.07≤Cu≤1.6) and the curvature coefficient (1.07≤Cc≤1.6) show that these lateritic soils are well graded.Figure 5
Sieve analysis of laterite in the plutonic area.The results reported in Table7 show dry weight values inferior to those obtained previously (1.89≤γd≤2.23); the average value of water content is 9.9%. The high values of specific weight in these two zones indicate the richness of ferromagnesian minerals in the source rock that had an impact on the formation of these laterites [8, 25]. The average value of the liquidity limit was obtained at 63%, between 62.2% and 78%, while the plasticity index has a maximum value of 38.4%, a minimum value of 22.4%, and an average of 28.86%.Table 7
Geotechnical results in the plutonic area.
Atterberg limitOPMCBRGBearing capacityClassLLIPICɣs (t/m3)γd (t/m3)W (%)95%%EPFSoilGTRS17338.41.552.842.0413.2240.6120PF3S4A3 thS278.333.21.982.742.0711230.46115PF2S3A3 tsS37528.82.202.862.199.4300.21150PF3S4A3 tsS478.334.71.582.872.179.8500.3250PF4S5B6 tsS56830.51.803.042.1211.8310.4155PF3S4B6 tsS663.531.51.732.932.2310370.31185PF3S3B6 tsS76833.61.662.961.8919.6340.42170PF3S4B6 tsS876.228.22.322.932.1511.4490.4245PF4S5B6 tsS962.222.42.352.712.1610360.34180PF3S4B6 tsS1062.837.61.372.912.1111.4270.35135PF3S3B6 tsMean70.531.91.862.87762.1111.7634.10.379171PF3S4A3 tsThe average optimum water content obtained by the modified Proctor test is in the following range:9.40≤wopt≤19.60;mean=9.80. The average value of the dry specific weight is between 1.89≤γd≤2.23;mean=2.06. The CBR index is between 23≤CBR≤50;mean=27.71, with swelling between 0.21≤G≤0.60;mean=0.31, which shows that the lateritic soils in this area are also made of water-insensitive materials with very low deformability. The platform obtained is like that obtained in the plutonic zone with a bearing capacity of 171 MPa giving a class A3 ts according to [26].


#### 4.2.3. Geomechanical Parameters

The values of induration index (Iip), reflecting the hardness of the laterites, and leaching index (Ilp), which presents the leaching of the bedrock, show low variations in the two geological units, namely, 28.9% in the plutonic zone and 28.88% in the green belt zone, for the induration index, and 72.56% in the plutonic zone and 72.55% in the green belt zone, for lixiviation index.


### 4.3. Laterization Process of the Northern Boundary of the Congo Craton

The successive climatic variations during the period of laterization of the northern boundary of the Congo Craton make it difficult to interpret the principle of laterite formation in this area [27]. However, two main types of mechanisms generally contribute to the formation of laterites in this type of geological structure, namely, alteration and transfer mechanisms [27].The large similarities observed in the mechanical parameters of the laterites on the two geological units (lixiviation and induration index) show that they have undergone similar formation processes during the same geological periods.An average resistivity of 1171.77Ω·m was obtained for the lateritic soil of the plutonic zone, with an average resistivity of 3413 Ω·m, obtained for the alterations of the basement, essentially composed of charnockitic granitoids. However, an average resistivity of 1061.16 Ω·m was obtained for the lateritic soils of the green belt area, with an average resistivity of 1569.32 Ω·m, for the alteration of the basement, of basic origin, on which these laterites are based. We note that the variations in resistivity observed on laterites are also observed on source rocks with different orders of magnitude, probably induced by lixiviation.The hydraulic permeability values ranging from7.5×10−5 to 1.7×10−7, the classification of [20], of which an extract is shown in Table 2, indicate that they are derived from granitic rocks. The variation in resistivity that ranges between the laterites of the green belt zone and the plutonic zone shows that they are derived from different rocks. It seems likely that these laterites are the result of metamorphism of the alterations of the mother rock along a long geologic period, highlighted by the reduction in the difference between the resistivities of the laterites compared to the difference observed in the bedrock of the two units.


## 4.1. Vertical Electric Soundings (VES)

### 4.1.1. Green Belt Zone

Ten vertical electrical soundings were carried out in the Meyomessala subdivision on laterite surface outcrops (Figure1). The geoelectrical cross sections, summarized in Table 3, with extracts in Figure 2, show structures of low surface thickness, low resistivity, comparable to lateritic soils, whose minimum value is 152.8Ω⋅m, obtained at station M8 (subdivision), while the maximum value is 724.8Ω⋅m, obtained at station M1 (Bidjong Public School). The thickness of these layers is between 0.2 and 0.8 meters. A second, more resistive layer with values up to 1382Ω⋅m (station M4), like a lateralized soil but with an average thickness of 0.5 meters, was observed globally.Table 3
Compiled VES data in the green belt zone.
LayerM1 BIDJONGM2 LYTECHM3 FERMM4 FOUNDAM5 GENDAM6 HOSPIM7 LYCLAM8 PREFECTM9 TRIBUNEM10 EVEA1Resistivity (Ω·m)724.8197.1626782.3507.9188.8197.4152.8304.8314.3Depth (m)0.30.50.30.80.20.30.40.50.212Resistivity (Ω·m)979820.710931382.91321.21213.6820.7274.5418.9675.7Depth (m)12.81.820.80.51.61.40.333Resistivity (Ω·m)1557.1883.81449.5776.31453.31337.9883.81440.3487.31413.6Depth (m)3.94.5464.45.543.42.554Resistivity (Ω·m)1308.2613.5951951.8987.9355.5613.512171292.5992.1Depth (m)8.89.18.814.5912.99.19.424.917.25Resistivity (Ω·m)1133.91377.1521.81331.6468844.91377.1590.5370807.9Depth (m)17.616.72239.722.227.919.821.129.453.9ρmean (laterite)1226.271042.511146.41945.551237.881274.24851.671323.951292.51042.51Figure 2
Geoelectrical sections in the green belt zone.A third layer with resistivities of the order of800−1500Ω⋅m, like lateritic structures with an average thickness of about 3 meters, was observed globally.A fourth layer made of structures within the resistivity range of lateritic structures with a maximum at station M1 (Bidjong Public School) of1308.2Ω⋅m and a minimum value of 333.5Ω⋅m obtained at station M6 (Meyomessala Hospital), with 7.5 m thickness, which can be assimilated to the altered granitic structures, is also observed.The fifth and sixth layers are constituted by structures with a higher resistivity range than the laterite, like gneiss-granite structures. We note that the thickness of the alteration is on average 30 meters.


### 4.1.2. Plutonic Area

Ten vertical electrical soundings were deployed on the Sangmelima-Djoum road, on lateritic outcrops, Figure1, as shown in some of the pseudosections presented in Figure 3 and whose results are compiled in Table 4; the surface layers are equivalent to leached lateritic structures, with an average resistivity of 300Ω⋅m and an average thickness of 0.75 m. A second layer of average resistivity 286Ω⋅m with a thickness of approximately 1.13 m and a third layer of average resistivity with an average thickness of 3.6 m were observed.Figure 3
Geoelectrical sections in the plutonic area.Table 4
Compiled VES data in the plutonic area.
S1 BIDJONGS2 ESSABIKS3 EYEES4 MEKA’AS5 MEYOMS6 NGAMS7 NKOMES8 ALOUMAS9 DJOUMS10 DJOUM 21Resistivity (Ω·m)537477.5292.674.552.2284.2924238.8164.343Depth (m)0.30.50.50.210.32.50.20.450.12Resistivity (Ω·m)472370.1301.1143.6100.7458.2126.7461.3307.9112.6Depth (m)0.511.10.83.51.351.520.53Resistivity (Ω·m)186.3597.2391.9600.7651.5113.61298.8863.7569.5288.8Depth (m)4.13.552.563.913.53.85424Resistivity (Ω·m)8591316.6403.71384.51170.81102.4730.8783.2998.9914.8Depth (m)5.18.68.77.217.714.321.29.818.6812.865Resistivity (Ω·m)1452.51084.11299.2923.5344.8415.9312.71034.9686.1338.2Depth (m)15.621.925.617.541.638.833.918.0620.7743.016Resistivity (Ω·m)748.6498.7404480.23240.43425.81836.52899.94401719.1Depth (m)45.74448425144.54145.654746ρmean (laterite)1117.001194.711299.201130.751170.801102.401836.5863.70998.90914.80The fourth layer has an average value close to946Ω⋅m, which suggests the predominance of lateritic soils. However, at station S3 (Eye’e), a resistivity of 403.7 Ω·m not assimilable to lateritic structures was recorded. At the fifth and sixth layers, resistivity values not assimilable to lateritic structures were recorded. In this geological unit, an average depth of 27.6 meters was observed for rock alterations.


### 4.1.3. Geoelectrical Parameters

The different geoelectrical sections revealed three layers of laterite structures, as considered by [23, 24] with the following physical characteristics, summarized in Table 5:
(i)
Upper layer: in the plutonic zone, the laterites have the following average values: 8.66 m thick, permeability of 2.85-10 cm/s, and 1090Ω·m resistivity, while in the green belt zone an average thickness of 1.47 m, permeability of 1.41-08 cm/s, and 1080.16 Ω·m resistivity were obtained(ii)
Middle layer: in the plutonic zone, average values of 9.32 m for thickness, 2.12-08 cm/s for permeability, and 1302Ω·m resistivity were obtained. The following average values were obtained in the green belt area: 4.35 m thickness, 1.17-07 cm/s for permeability, and 943 Ω·m resistivity(iii)
Deep layer: in the plutonic zone, an average permeability of 4.86-09 cm/s with an average thickness of 19.7 m and 1122Ω·m resistivity was obtained, while the average value of permeability is 1.53-05 cm/s with an average thickness of 21.24 meters and 1158 Ω·m resistivity recorded in the green belt zoneTable 5
Physical and mechanical parameters.
StationγdIip%Ilp%kcm/sStationγdIip%Ilp%kcm/sS12.0430.3173.656.24E−05M12.0031.0374.225.82E−05S22.0729.7373.203.35E−05M22.0929.3672.902.09E−05S32.1927.5071.444.99E−05M32.0230.6673.931.37E−04S42.1727.9171.764.33E−05M42.0530.1073.492.98E−05S52.1228.8072.462.15E−05M52.1428.4372.174.66E−05S62.2326.7670.851.32E−05M62.3324.9169.393.12E−05S71.8933.0075.774.98E−05M72.0130.8474.072.09E−05S82.1528.3072.074.86E−06M82.1129.0372.644.81E−05S92.1628.1571.954.86E−06M92.1927.5071.444.78E−05S102.1128.9972.619.71E−07M102.1927.5071.443.52E−05Mean228.9072.566.24E−05Mean2.1128.8872.555.82E−05


## 4.1.1. Green Belt Zone

Ten vertical electrical soundings were carried out in the Meyomessala subdivision on laterite surface outcrops (Figure1). The geoelectrical cross sections, summarized in Table 3, with extracts in Figure 2, show structures of low surface thickness, low resistivity, comparable to lateritic soils, whose minimum value is 152.8Ω⋅m, obtained at station M8 (subdivision), while the maximum value is 724.8Ω⋅m, obtained at station M1 (Bidjong Public School). The thickness of these layers is between 0.2 and 0.8 meters. A second, more resistive layer with values up to 1382Ω⋅m (station M4), like a lateralized soil but with an average thickness of 0.5 meters, was observed globally.Table 3
Compiled VES data in the green belt zone.
LayerM1 BIDJONGM2 LYTECHM3 FERMM4 FOUNDAM5 GENDAM6 HOSPIM7 LYCLAM8 PREFECTM9 TRIBUNEM10 EVEA1Resistivity (Ω·m)724.8197.1626782.3507.9188.8197.4152.8304.8314.3Depth (m)0.30.50.30.80.20.30.40.50.212Resistivity (Ω·m)979820.710931382.91321.21213.6820.7274.5418.9675.7Depth (m)12.81.820.80.51.61.40.333Resistivity (Ω·m)1557.1883.81449.5776.31453.31337.9883.81440.3487.31413.6Depth (m)3.94.5464.45.543.42.554Resistivity (Ω·m)1308.2613.5951951.8987.9355.5613.512171292.5992.1Depth (m)8.89.18.814.5912.99.19.424.917.25Resistivity (Ω·m)1133.91377.1521.81331.6468844.91377.1590.5370807.9Depth (m)17.616.72239.722.227.919.821.129.453.9ρmean (laterite)1226.271042.511146.41945.551237.881274.24851.671323.951292.51042.51Figure 2
Geoelectrical sections in the green belt zone.A third layer with resistivities of the order of800−1500Ω⋅m, like lateritic structures with an average thickness of about 3 meters, was observed globally.A fourth layer made of structures within the resistivity range of lateritic structures with a maximum at station M1 (Bidjong Public School) of1308.2Ω⋅m and a minimum value of 333.5Ω⋅m obtained at station M6 (Meyomessala Hospital), with 7.5 m thickness, which can be assimilated to the altered granitic structures, is also observed.The fifth and sixth layers are constituted by structures with a higher resistivity range than the laterite, like gneiss-granite structures. We note that the thickness of the alteration is on average 30 meters.


## 4.1.2. Plutonic Area

Ten vertical electrical soundings were deployed on the Sangmelima-Djoum road, on lateritic outcrops, Figure1, as shown in some of the pseudosections presented in Figure 3 and whose results are compiled in Table 4; the surface layers are equivalent to leached lateritic structures, with an average resistivity of 300Ω⋅m and an average thickness of 0.75 m. A second layer of average resistivity 286Ω⋅m with a thickness of approximately 1.13 m and a third layer of average resistivity with an average thickness of 3.6 m were observed.Figure 3
Geoelectrical sections in the plutonic area.Table 4
Compiled VES data in the plutonic area.
S1 BIDJONGS2 ESSABIKS3 EYEES4 MEKA’AS5 MEYOMS6 NGAMS7 NKOMES8 ALOUMAS9 DJOUMS10 DJOUM 21Resistivity (Ω·m)537477.5292.674.552.2284.2924238.8164.343Depth (m)0.30.50.50.210.32.50.20.450.12Resistivity (Ω·m)472370.1301.1143.6100.7458.2126.7461.3307.9112.6Depth (m)0.511.10.83.51.351.520.53Resistivity (Ω·m)186.3597.2391.9600.7651.5113.61298.8863.7569.5288.8Depth (m)4.13.552.563.913.53.85424Resistivity (Ω·m)8591316.6403.71384.51170.81102.4730.8783.2998.9914.8Depth (m)5.18.68.77.217.714.321.29.818.6812.865Resistivity (Ω·m)1452.51084.11299.2923.5344.8415.9312.71034.9686.1338.2Depth (m)15.621.925.617.541.638.833.918.0620.7743.016Resistivity (Ω·m)748.6498.7404480.23240.43425.81836.52899.94401719.1Depth (m)45.74448425144.54145.654746ρmean (laterite)1117.001194.711299.201130.751170.801102.401836.5863.70998.90914.80The fourth layer has an average value close to946Ω⋅m, which suggests the predominance of lateritic soils. However, at station S3 (Eye’e), a resistivity of 403.7 Ω·m not assimilable to lateritic structures was recorded. At the fifth and sixth layers, resistivity values not assimilable to lateritic structures were recorded. In this geological unit, an average depth of 27.6 meters was observed for rock alterations.


## 4.1.3. Geoelectrical Parameters

The different geoelectrical sections revealed three layers of laterite structures, as considered by [23, 24] with the following physical characteristics, summarized in Table 5:
(i)
Upper layer: in the plutonic zone, the laterites have the following average values: 8.66 m thick, permeability of 2.85-10 cm/s, and 1090Ω·m resistivity, while in the green belt zone an average thickness of 1.47 m, permeability of 1.41-08 cm/s, and 1080.16 Ω·m resistivity were obtained(ii)
Middle layer: in the plutonic zone, average values of 9.32 m for thickness, 2.12-08 cm/s for permeability, and 1302Ω·m resistivity were obtained. The following average values were obtained in the green belt area: 4.35 m thickness, 1.17-07 cm/s for permeability, and 943 Ω·m resistivity(iii)
Deep layer: in the plutonic zone, an average permeability of 4.86-09 cm/s with an average thickness of 19.7 m and 1122Ω·m resistivity was obtained, while the average value of permeability is 1.53-05 cm/s with an average thickness of 21.24 meters and 1158 Ω·m resistivity recorded in the green belt zoneTable 5
Physical and mechanical parameters.
StationγdIip%Ilp%kcm/sStationγdIip%Ilp%kcm/sS12.0430.3173.656.24E−05M12.0031.0374.225.82E−05S22.0729.7373.203.35E−05M22.0929.3672.902.09E−05S32.1927.5071.444.99E−05M32.0230.6673.931.37E−04S42.1727.9171.764.33E−05M42.0530.1073.492.98E−05S52.1228.8072.462.15E−05M52.1428.4372.174.66E−05S62.2326.7670.851.32E−05M62.3324.9169.393.12E−05S71.8933.0075.774.98E−05M72.0130.8474.072.09E−05S82.1528.3072.074.86E−06M82.1129.0372.644.81E−05S92.1628.1571.954.86E−06M92.1927.5071.444.78E−05S102.1128.9972.619.71E−07M102.1927.5071.443.52E−05Mean228.9072.566.24E−05Mean2.1128.8872.555.82E−05


## 4.2. Geotechnical Parameters

### 4.2.1. Green Belt Zone

The particle size analysis of samples from the Meyomessala area, Figure4, revealed a few elements superior to 31.5 mm; the fine fraction oscillates in average around 23%, which shows that the characteristics of these lateritic soils are similar to those of the fine fraction. With the values of the uniformity coefficients (1.11≤Cu≤1.6) and those of the curvature coefficient (1.07≤Cc≤1.6), it is therefore plausible to conclude that these soils have well-graded grain size structures and assimilate them to their fine particles, usable in road works.Figure 4
Sieve analysis of laterite in the green belt zone.The values of specific weight obtained in this area are in the range of2.00≤γd≤2.33. The values of Atterberg limits resulted in values of liquidity limits between 59% and 73.3% with an average value of 62.78%; the plasticity index in this area is between 26.8% and 38.10% with an average value of 30.96%, as shown in Table 6.Table 6
Geotechnical results in the green belt zone.
Atterberg limitPROCTORCBRGBearing capacityClassLLIPICɣs (t/m3)γd (t/m3)W (%)95%%EPFSolGTRM162.730.51.6752.77213130.6265PF2S3B6 tsM276.238.11.6782.862.0911.2340.54170PF3S4A3 sM35933.31.3082.862.0213.9250.34125PF3S4B6 tsM466.431.31.7012.742.0511.5510.3255PF4S5B6 tsM564.926.81.9542.972.1411540.42270PF4S4B6 tsM65933.31.463.132.3310.5490.5245PF4S5A3 tsM776.336.21.7822.942.0113.8280.34140PF3S4A3 tsM875.233.91.9352.662.1089.5410.42205PF4S5A3 tsM97133.61.7232.922.1910.5260.4130PF3S4A3 tsM1060.431.61.6482.922.1910.5340.3170PF3S5B6 tsMean67.1132.861.6862.87442.112811.5435.50.418177.5PF3S4A3 tsThe average value of the optimum water content required for compaction in road works, obtained from the modified Proctor test, is for this area in the range9.50≤wopt≤13.90;mean=10.60. It is noted that the lower value is globally higher than the natural water content values (1≤wnat≤10).The specific weight values are in the order of2.0≤γd≤2.33;mean=2.05. The CBR index is of the order of 13≤CBR≤54;mean=35.5: with an average swelling of 0.35 mm (0.3≤G≤0.62;mean=0.35). These different results show that the lateritic soils of this area are made of materials insensitive to water, very little deformable.The resulting platform is a PF3 platform, on average, according to the GTR (“Guide de Terrassements Routiers”) classification with Young’s modulus of 177.5 MPa, which can be used as a foundation or base layer for secondary roads.


### 4.2.2. Plutonic Area

The samples from this area have a sieve case of more than 35% (40% at S1); however, the average obtained is 16.1% (sieved at80μm), which shows that the behavior of these lateritic soils is also comparable to that of the fine fraction, as can be seen in Figure 5. The values of the uniformity coefficient (1.07≤Cu≤1.6) and the curvature coefficient (1.07≤Cc≤1.6) show that these lateritic soils are well graded.Figure 5
Sieve analysis of laterite in the plutonic area.The results reported in Table7 show dry weight values inferior to those obtained previously (1.89≤γd≤2.23); the average value of water content is 9.9%. The high values of specific weight in these two zones indicate the richness of ferromagnesian minerals in the source rock that had an impact on the formation of these laterites [8, 25]. The average value of the liquidity limit was obtained at 63%, between 62.2% and 78%, while the plasticity index has a maximum value of 38.4%, a minimum value of 22.4%, and an average of 28.86%.Table 7
Geotechnical results in the plutonic area.
Atterberg limitOPMCBRGBearing capacityClassLLIPICɣs (t/m3)γd (t/m3)W (%)95%%EPFSoilGTRS17338.41.552.842.0413.2240.6120PF3S4A3 thS278.333.21.982.742.0711230.46115PF2S3A3 tsS37528.82.202.862.199.4300.21150PF3S4A3 tsS478.334.71.582.872.179.8500.3250PF4S5B6 tsS56830.51.803.042.1211.8310.4155PF3S4B6 tsS663.531.51.732.932.2310370.31185PF3S3B6 tsS76833.61.662.961.8919.6340.42170PF3S4B6 tsS876.228.22.322.932.1511.4490.4245PF4S5B6 tsS962.222.42.352.712.1610360.34180PF3S4B6 tsS1062.837.61.372.912.1111.4270.35135PF3S3B6 tsMean70.531.91.862.87762.1111.7634.10.379171PF3S4A3 tsThe average optimum water content obtained by the modified Proctor test is in the following range:9.40≤wopt≤19.60;mean=9.80. The average value of the dry specific weight is between 1.89≤γd≤2.23;mean=2.06. The CBR index is between 23≤CBR≤50;mean=27.71, with swelling between 0.21≤G≤0.60;mean=0.31, which shows that the lateritic soils in this area are also made of water-insensitive materials with very low deformability. The platform obtained is like that obtained in the plutonic zone with a bearing capacity of 171 MPa giving a class A3 ts according to [26].


### 4.2.3. Geomechanical Parameters

The values of induration index (Iip), reflecting the hardness of the laterites, and leaching index (Ilp), which presents the leaching of the bedrock, show low variations in the two geological units, namely, 28.9% in the plutonic zone and 28.88% in the green belt zone, for the induration index, and 72.56% in the plutonic zone and 72.55% in the green belt zone, for lixiviation index.


## 4.2.1. Green Belt Zone

The particle size analysis of samples from the Meyomessala area, Figure4, revealed a few elements superior to 31.5 mm; the fine fraction oscillates in average around 23%, which shows that the characteristics of these lateritic soils are similar to those of the fine fraction. With the values of the uniformity coefficients (1.11≤Cu≤1.6) and those of the curvature coefficient (1.07≤Cc≤1.6), it is therefore plausible to conclude that these soils have well-graded grain size structures and assimilate them to their fine particles, usable in road works.Figure 4
Sieve analysis of laterite in the green belt zone.The values of specific weight obtained in this area are in the range of2.00≤γd≤2.33. The values of Atterberg limits resulted in values of liquidity limits between 59% and 73.3% with an average value of 62.78%; the plasticity index in this area is between 26.8% and 38.10% with an average value of 30.96%, as shown in Table 6.Table 6
Geotechnical results in the green belt zone.
Atterberg limitPROCTORCBRGBearing capacityClassLLIPICɣs (t/m3)γd (t/m3)W (%)95%%EPFSolGTRM162.730.51.6752.77213130.6265PF2S3B6 tsM276.238.11.6782.862.0911.2340.54170PF3S4A3 sM35933.31.3082.862.0213.9250.34125PF3S4B6 tsM466.431.31.7012.742.0511.5510.3255PF4S5B6 tsM564.926.81.9542.972.1411540.42270PF4S4B6 tsM65933.31.463.132.3310.5490.5245PF4S5A3 tsM776.336.21.7822.942.0113.8280.34140PF3S4A3 tsM875.233.91.9352.662.1089.5410.42205PF4S5A3 tsM97133.61.7232.922.1910.5260.4130PF3S4A3 tsM1060.431.61.6482.922.1910.5340.3170PF3S5B6 tsMean67.1132.861.6862.87442.112811.5435.50.418177.5PF3S4A3 tsThe average value of the optimum water content required for compaction in road works, obtained from the modified Proctor test, is for this area in the range9.50≤wopt≤13.90;mean=10.60. It is noted that the lower value is globally higher than the natural water content values (1≤wnat≤10).The specific weight values are in the order of2.0≤γd≤2.33;mean=2.05. The CBR index is of the order of 13≤CBR≤54;mean=35.5: with an average swelling of 0.35 mm (0.3≤G≤0.62;mean=0.35). These different results show that the lateritic soils of this area are made of materials insensitive to water, very little deformable.The resulting platform is a PF3 platform, on average, according to the GTR (“Guide de Terrassements Routiers”) classification with Young’s modulus of 177.5 MPa, which can be used as a foundation or base layer for secondary roads.


## 4.2.2. Plutonic Area

The samples from this area have a sieve case of more than 35% (40% at S1); however, the average obtained is 16.1% (sieved at80μm), which shows that the behavior of these lateritic soils is also comparable to that of the fine fraction, as can be seen in Figure 5. The values of the uniformity coefficient (1.07≤Cu≤1.6) and the curvature coefficient (1.07≤Cc≤1.6) show that these lateritic soils are well graded.Figure 5
Sieve analysis of laterite in the plutonic area.The results reported in Table7 show dry weight values inferior to those obtained previously (1.89≤γd≤2.23); the average value of water content is 9.9%. The high values of specific weight in these two zones indicate the richness of ferromagnesian minerals in the source rock that had an impact on the formation of these laterites [8, 25]. The average value of the liquidity limit was obtained at 63%, between 62.2% and 78%, while the plasticity index has a maximum value of 38.4%, a minimum value of 22.4%, and an average of 28.86%.Table 7
Geotechnical results in the plutonic area.
Atterberg limitOPMCBRGBearing capacityClassLLIPICɣs (t/m3)γd (t/m3)W (%)95%%EPFSoilGTRS17338.41.552.842.0413.2240.6120PF3S4A3 thS278.333.21.982.742.0711230.46115PF2S3A3 tsS37528.82.202.862.199.4300.21150PF3S4A3 tsS478.334.71.582.872.179.8500.3250PF4S5B6 tsS56830.51.803.042.1211.8310.4155PF3S4B6 tsS663.531.51.732.932.2310370.31185PF3S3B6 tsS76833.61.662.961.8919.6340.42170PF3S4B6 tsS876.228.22.322.932.1511.4490.4245PF4S5B6 tsS962.222.42.352.712.1610360.34180PF3S4B6 tsS1062.837.61.372.912.1111.4270.35135PF3S3B6 tsMean70.531.91.862.87762.1111.7634.10.379171PF3S4A3 tsThe average optimum water content obtained by the modified Proctor test is in the following range:9.40≤wopt≤19.60;mean=9.80. The average value of the dry specific weight is between 1.89≤γd≤2.23;mean=2.06. The CBR index is between 23≤CBR≤50;mean=27.71, with swelling between 0.21≤G≤0.60;mean=0.31, which shows that the lateritic soils in this area are also made of water-insensitive materials with very low deformability. The platform obtained is like that obtained in the plutonic zone with a bearing capacity of 171 MPa giving a class A3 ts according to [26].


## 4.2.3. Geomechanical Parameters

The values of induration index (Iip), reflecting the hardness of the laterites, and leaching index (Ilp), which presents the leaching of the bedrock, show low variations in the two geological units, namely, 28.9% in the plutonic zone and 28.88% in the green belt zone, for the induration index, and 72.56% in the plutonic zone and 72.55% in the green belt zone, for lixiviation index.


## 4.3. Laterization Process of the Northern Boundary of the Congo Craton

The successive climatic variations during the period of laterization of the northern boundary of the Congo Craton make it difficult to interpret the principle of laterite formation in this area [27]. However, two main types of mechanisms generally contribute to the formation of laterites in this type of geological structure, namely, alteration and transfer mechanisms [27].The large similarities observed in the mechanical parameters of the laterites on the two geological units (lixiviation and induration index) show that they have undergone similar formation processes during the same geological periods.An average resistivity of 1171.77Ω·m was obtained for the lateritic soil of the plutonic zone, with an average resistivity of 3413 Ω·m, obtained for the alterations of the basement, essentially composed of charnockitic granitoids. However, an average resistivity of 1061.16 Ω·m was obtained for the lateritic soils of the green belt area, with an average resistivity of 1569.32 Ω·m, for the alteration of the basement, of basic origin, on which these laterites are based. We note that the variations in resistivity observed on laterites are also observed on source rocks with different orders of magnitude, probably induced by lixiviation.The hydraulic permeability values ranging from7.5×10−5 to 1.7×10−7, the classification of [20], of which an extract is shown in Table 2, indicate that they are derived from granitic rocks. The variation in resistivity that ranges between the laterites of the green belt zone and the plutonic zone shows that they are derived from different rocks. It seems likely that these laterites are the result of metamorphism of the alterations of the mother rock along a long geologic period, highlighted by the reduction in the difference between the resistivities of the laterites compared to the difference observed in the bedrock of the two units.


## 5. Conclusion

Due to the high cost of laterite formation by geochemistry, this method is not commonly deployed for the study of large-scale geological structures, such as the Congo Craton, which is composed of multiple units and whose top layer is 80% laterite [17, 28, 29].The objective of this work was to study the lateralization process of the northern border of the Congo Craton, using available data, such as vertical electrical soundings, to bring out the physical parameters, related to the nature of the rock, coupled with geotechnical tests, whose mechanical parameters show the degree of alteration of the bedrock.To do this, twenty vertical electrical soundings and twenty soil samples for geotechnical tests (CBR, Proctor, dry density, Atterberg limits, and granulometric analysis) were taken in the green belt and plutonic zones, which constitute the main geological units of the northern border of the Congo Craton, in order to determine by comparative analysis the formation process of these laterites [5].The different results showed three lateritic sets considered by the geochemical study (lower alteration layer, middle layer, and upper layer), with similarities in the mechanical data, translated by a CBR of 35.5 in the green belt zone and 34.1 in the plutonic zone. Induration and leaching indices are 28.8% and 72.55% in the green belt zone and 29.9% and 72.56% in the plutonic area. These converging results show that these laterites developed after similar alteration processes and periods.The inversion of the geoelectrical data resulted in a first layer in the plutonic zone with a resistivity of 1090Ω·m and 1080 Ω·m in the greenbelt zone, followed by a second layer with a resistivity of 1302 Ω·m in the plutonic zone and 943 Ω·m in the greenbelt zone and then a third layer with a resistivity of 1122 Ω·m in the plutonic zone and 1158.74 Ω·m in the green belt zone. However, a global difference was observed with resistivities of 171.77 Ω·m and 1061.16 Ω·m in plutonic and green belt areas. These differences were also found between the granitic source rocks, with a contrast in resistivity between the plutonic granites and the granites of the green belt zones. The average resistivity of the green belt granite is ρa=3413.51Ω⋅m, and the average resistivity of the plutonic granite is ρa=1569.32Ω⋅m.Given the differences in resistivity and permeability (k=6.24E−05 cm/s in the plutonic area and k=5.82E−05 cm/s, in the green belt zone), which reflect the impact of the source rock, it appears that the laterites in this zone are derived from different parent rocks, formed in a similar manner, highlighted by the similarities in the leaching and induration index.



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*Source: 8534774-2023-03-15.xml*