CHEMICAL AGENT FOR IMPROVING THE ENGINEERING PROPERTIES OF SOIL

Abstract: A chemical agent for improving the engineering properties of soil comprising a mixture of cementitious pozzalans (5 to 60 % by mass), calcium sulphate (20 to 80 % by mass), an oxide of calcium (15 to 50 % by mass) and silica oxide (1 to 30 % by weight). Monofilament fibres can also be included in the mix.

Description: CHEMICAL AGENT FOR IMPROVING THE ENGINEERING PROPERTIES OF SOIL FIELD OF THE INVENTION THIS INVENTION relates to a chemical agent for improving the engineering properties of soil. BACKGROUND TO THE INVENTION In many civil engineering situations it is essential that the in situ soil have its engineering properties improved before being used in construction works. This is particularly important in road building where failure properly to stabilize the underlying soil can result in the road subsiding and/or cracking in use. The simplest way of improving soil properties is by compacting it. However, because soils vary from sandy material through to clayey material, simply compacting the soil does not necessarily improve its engineering properties sufficiently to support whatever is constructed upon it. As a result of this it has been proposed to incorporate chemical agents into the soil to improve it and many stabilizers based on polymers have been used. These are successful in improving the soil's properties but only for a relatively short period of time. Eventually the polymer leaches out of the soil and its effect is lost. Whilst the chemical agent of the present invention is intended specifically to stabilize an area which is to support a construction, it can also be mixed with soil and the resultant mixture pressed into moulds to form building elements for the construction of low cost housing. BRIEF DESCRIPTION OF THE INVENTION According to the present invention there is provided a chemical agent for improving the engineering properties of soil, the agent comprising:- between 5 and 60% by mass of a cementitious pozzalan; between 20 and 80% by mass of calcium sulphate; and between 15 and 50% by mass of an oxide of calcium. It is preferred that the chemical agent for improving the engineering properties of soil comprise:- between 15 and 35% by mass of a cementitious pozzalan; between 40 and 60% by mass of calcium sulphate; and between 20 and 40% by mass of an oxide of calcium. In a still further preferred form the chemical agent comprises:- between 25 and 30% by mass of a cementitious pozzalan; between 30 and 40% by mass of calcium sulphate; and between 25 and 35% by mass of an oxide of calcium. The preferred pozzalan is blast furnace slag mixed with ordinary -3- Portland cement, preferably in equal masses. Blast furnace slag is generally referred to as slagment. The chemical agent can also includes additional pozzalans selected from ordinary Portland cement (referred to in the industry as OPC), sulphate-resisting cement, Portland cement 15 SL, Portland cement 15 FA, blends of ordinary Portland cement and fly ash, and masonry cement. The chemical agent can include reinforcing fibres such as fibres of a synthetic plastics material. Preferred fibres are monofilaments of polypropylene. Between 1 kilogram and 10 kilograms of fibres can be added to each 100 kilograms of chemical agent. The oxide of calcium can be in the form of calcium oxide (CaO) or calcium hydroxide (Ca(OH) 2 ). The calcium sulphate can be mineral gypsum or partially dehydrated gypsum (CaSO 4 . 1 / H 2 O) In one form the chemical agent includes 1 to 30% by mass of silica oxide (Si0 2 ). A specific form of chemical agent which is particularly suitable for use in improving the properties of a road surface comprises:- mineral gypsum (CaS0 4 ) 35% by mass quartz sand 12% by mass calcium oxide or calcium hydroxide 25% by mass Portland blast furnace cement 28% by mass According to a further aspect of the present invention there is provided a method of improving the engineering properties of soil which comprises scarifying the soil to break up and pulverize the soil, applying the chemical agent described above over the soil, mixing the soil and chemical agent, and thereafter compacting the soil. According to a still further aspect of the present invention there is provided a method of manufacturing building blocks from soil which comprises breaking up the soil, mixing it with the chemical agent, compacting the mixed soil and chemical agent into a mould, and allowing the mixed soil and chemical agent to set and harden. DETAILED DESCRIPTION OF THE INVENTION Example 1 The chemical agent according to the present invention can be used, in the manner to be described, to improve the soil properties of a gravel or dirt road which is to be concreted, tarred, brick-paved or sealed with a bituminous surface seal. The road can, however, after improvement be used without tarring -5- or concreting, the improved soil forming the surface on which the traffic runs. The existing gravel road is scarified down to the depth to which stabilization is required. Scarifying breaks up and pulverizes the existing road surface layer after which the in situ soil is mixed thoroughly by means of a grader or rotovator. A chemical agent having the following constituents is then spread as a layer over the scarified surface at the predetermined dosage that has been determined by laboratory tests. Such tests are described hereinafter with reference to Examples 2 etc.: mineral gypsum (CaSO 4 ) 35% by mass quartz sand 12% by mass calcium oxide (CaO) or calcium hydroxide (Ca(OH) 2 ) 25% by mass Portland blast furnace cement 28% by mass The mineral gypsum and quartz sand are available pre-mixed. The mixture is sold under the trade name "Cretestone". The total amount of Cretestone used is 47% by mass. Portland blast furnace cement comprises slagment (the residue from blast furnaces) which is crushed and mixed with an equal mass of OPC (ordinary Portland cement). A kilogram of reinforcing fibres can be added per hundred kilograms of the above mixture. Other products which can be used are CB Plaster and Hydrostone, each of which contains mineral -6- gypsum and quartz sand. The amount of agent applied varies with the nature of the soil type and also as a function of the most economical dosage for the soil type but is generally in the range of 2% to 10% by mass of the soil that is to be improved. The chemical agent is then thoroughly mixed into the scarified layer until a homogeneous layer has been obtained. Experimental work has shown that a Rotovator intimately mixes the chemical agent with the soil in a most satisfactory manner. Water is now added and mixed in until evenly distributed throughout the mixture and until the OMC (optimum moisture content) of the stabilized soil has been reached as determined in the laboratory beforehand. The stabilized layer is then compacted using road compactors until the specified layer density has been achieved. Finally the stabilized layer is graded to final road level and compacted until a smooth surface layer has been obtained. Experimental work has shown that the chemical agent used does not leach out of the soil after the agent has set. -7- Example 2 A soil was tested in Malaysia. The soil was a silty (clayey) sand which was classified as A 2-6. It was tested using the standard unconfined compressive strength (UCS) and California Bearing Ratio (CBR) tests. The chemical agent used was that described in Example 1. The soil sample had the following characteristics: Plasticity index 12 (on material <0,425mm) MDD (maximum dry density) 2039Kg/m 3 OMC (optimum moisture content) 9,2% Test Result UCS % chemical agent Mpa untreated 0,67 2% 2,22 4% 2,54 6% 2,85 Test Result CBR % chemical %CBR at % compaction of MDD agent 93 95 98 100 Untreated 8 13 25 39 2% 16 26 50 79 4% 33 52 104 165 6% 66 106 210 340 From this test it can be concluded that the strength of the treated -8- material increased between 3 and 4 times with respect to the original strength. Example 3 Two samples were tested in Israel by the Standard Institute of Israel. Sample 1 was a soft lime stone gravel. Sample 2 comprised green carbonated clay. Table 1 gives the properties of the two samples. The tests were carried out on sample cylinders with a diameter of 35mm and a height of 80mm. Measures and method of preparation of the samples were chosen according to standard ASTMD 2850-87 "Standard Test Method for Unconsolidated, Undrained Compressive Strength of Cohesive Soils in Triaxial Compression". Graphs 1 and 2 show the influence of the chemical agent of Example 1 on the strength of samples 1 and 2 respectively. Graphs 3 and 4 show the results of the CBR tests on samples 1 and 2. It will be noted that with increasing percentages of the chemical agent in accordance with the present invention, the properties of the samples are greatly enhanced. The term RBI means a chemical agent having the composition described in Example 1. Example 4 If used in the production of building elements such as bricks or blocks, the chemical agent of Example 1 is mixed with soil. For example, it can be mixed with the soil that is removed to form the foundation of a building. The mixture is then placed in moulds and compacted into the moulds. Once the mixture has set sufficiently, the building element is removed from the mould and allowed to set before being used for building purposes. Example 5 A gravel from Sri Lanka having the following properties was tested. Gravel Material Plasticity MDD OMC (%) CBR at 100% Source Description Index (kg/m 2 ) std density Getamane Ferruginous 11 1900 12,6 24 Raja Ma a gravel Vihara (Matara District) After mixing the sample with 6% by mass of the chemical agent of Example 1 the following CBR test results were obtained. Unstabilized material Stabilized with 6% RBI 81 MDD OMC% CBR at CBR at % AASHTO-density kg/m 3 100% std density 100 98 95 93 90 1900 12,6 24 213 150 88 62 37 It can be deduced that CBR value at 100% standard density has increased significantly from a value of 24 to 213 i.e. between 8 and 9 times when -10- stabilized with 6% chemical agent compared to the unstabilized CBR-value. This indicates that there is a significant increase in CBR-strength when stabilizing with chemical agent. Example 6 A silty, clayey sand with gravel dispersed in it and having the following properties was used in this test: Sieve size (mm) % Passing Atterberg Units 75 63 53 37,5 26,5 10,9 13,2 4,75 2,00 0,245 0,075 LL PL PI 100 95 92 90 88 82 76 58 47 35 13 18 13 5 The soil was classified, according to the AASHTO classification, as A.1-b. The chemical agent mixed with the soil for test purposes had the following composition: gypsum (CaSO 4 ) 33% by mass lime (unslaked) CaO 27% by mass OPC / slagment 27% by mass quartz sand 13% by mass -1 1 - The following results were obtained by CBR testing: Percentage of chemical agent Untreated 2% 4% 6% CBR @ 98% AASHTO-density 130 207 270 285 The bearing strength of the soil increased significantly. Maintenance of the road treated decreased significantly. There was less potholing and loss of gravel from the surface during wet weather. Example 7 A sample of a brown granite gravel was obtained from a road in the province of KwaZulu Natal. The sample had the following properties and was again classified as A.1-b:- (mm) Sieve size: % passing Atterberg limits 35,7, 26,5 19,0 13,2 4,75 2,00 0,425 0,075 LL PL PT - 100 97 93 73 63 30 11 - - SP The composition of the chemical agent used was as follows: CB plaster (CaSO 4 ) 60% by mass hydrated lime (Ca(OH) 2 ) 15% by mass ■ 12- slagment and OPC in equal quantities 27% by mass The following results were obtained from CBR testing: MDD OMC CBR @ 98% AASHTO density Natural 4% chemical agent 2080 6,8 11 103 The bearing strength CBR of the treated sample increased dramatically with respect to the untreated sample. The final product was hard and could well serve as a road surface. It was, however, not as durable as applicant desired and the high percentage of expensive gypsum made the product too expensive for general use. The chemical agent could well be used where the treated soil is a sub-layer that is covered by bitumen, concrete etc. Example 7 A crushed stone aggregate plus soil, and believed to be of sandstone or granite origin, was taken from a secondary road in a housing area. The road exhibited potholes, corrugations and erosion due to inadequate surface water drainage. The AASHTO classification was again A.1-b. The soil ' s properties were as follows:- ■ 13- Atterberg limits LL PL PT - - SP Sieve size (mm) % passing 53 37,5 26,5 19,0 13,2 4,75 2,00 0,425 0,075 100 98 96 94 90 77 69 46 11 The composition of the agent used to treat the sample was as follows: gypsum (CaS0 4 ) 60% by mass lime(Ca(OH) 2 ) 20% by mass slagment / OPC 20% by mass It will be noted that the agent did not include any quartz sand. The resultant road surface was hard and durable but the product was too expensive for general use due to the high gypsum content. Example 7 Tests were carried out on a fine sand classified as A.3. The chemical composition of the agent used was as follows: gypsum (CaS0 4 ) 45% by mass -14- lime(Ca(OH) 2 ) 50% by mass cement (OPC) and blast furnace slag 5% by mass The CBR test gave the sand before treatment a reading of 30 and the sand after treatment with 5% by mass of the chemical agent a reading of 178. The final product, however, broke-up when excessive pressure was exerted on it by passing traffic. It is thus too weak for use as a surface layer but adequate for use as a sub-layer in areas which do not carry heavy loads. Soils, whether sandy or clayey, respond to treatment with a mixture of pozzalan, calcium sulphate and an oxide of calcium and show improved CBR values. Some chemical agents, in accordance with the present invention, particularly those using a high percentage of calcium sulphate, are too expensive for general purpose use to improve the engineering properties of soil which is to become the top layer or a sub-layer of a road. However, they are usable to treat smaller areas where a substantial improvement in properties are required. Other chemical agents improve the CBR values but the treated soil is less durable than is necessary for a road surface. Soils treated with these agents are suitable as sub-layers over which a brick, concrete, bitumen etc layer is applied. To produce the chemical agent the requisite amounts of CaO and CaS0 4 are weighed and mixed until the mixture is homogeneous. The requisite amount of quartz sand is then mixed in until the mixture is homogeneous. Finally -15- the cementitious pozzalan is mixed into the CaO, CaS0 4 and quartz sand mixture. Various types of lime can be used. The following are examples: Type of lime CaO/MgO CaO + MgO (% m/m) Available lime (% m/m) Slaked Quick Slaked Quick Calcium > 14,0 75 85 50 80 Magnesium >2,0 - <14,0 75 75 35 35 Dolomitic > 1 ,3 - <2,0 75 75 30 30 The magnesium content should be less than 5% by mass and the ratio of calcium oxide to magnesium oxide should be greater than 14 to 1.

Claims: -16- CLAIMS: 1. A chemical agent for improving the engineering properties of soil, the agent comprising:- between 5 and 60% by mass of a cementitious pozzalan; between 20 and 80% by mass of calcium sulphate; and between 15 and 50% by mass of an oxide of calcium. 2. A chemical agent as claimed in claim 1 and comprising:- between 15 and 35% by mass of a cementitious pozzalan; between 40 and 60% by mass of calcium sulphate; and between 20 and 40% by mass of an oxide of calcium. 3. A chemical agent as claimed in claim 1 and comprising:- between 25 and 30% by mass of a cementitious pozzalan; between 30 and 40% by mass of calcium sulphate; and between 25 and 35% by mass of an oxide of calcium. 4. A chemical agent as claimed in claim 1 , 2 or 3, wherein the pozzalan includes blast furnace slag cement. 5. A chemical agent as claimed in claim 4, which also includes additional pozzalans selected from ordinary Portland cement, mineral gypsum and -17- partially dehydrated gypsum. 6. A chemical agent as claimed in claim 4 or 5 and comprising equal masses of blast furnace slag cement and ordinary Portland cement. 7. A chemical agent as claimed in any preceding claim and including reinforcing fibres. 8. A chemical agent as claimed in claim 7, wherein the fibres are of a synthetic plastics material. 9. A chemical agent as claimed in claim 7 or 8, wherein between 1 kilogram and 10 kilograms of fibres are added for each 100 kilograms of chemical agent. 10. A chemical agent as claimed in any preceding claim, wherein the oxide of calcium is in the form of calcium oxide (CaO) or calcium hydroxide (Ca(OH) 2 ). 11. A chemical agent as claimed in any preceding claim and including 1 to 30% by mass of silica oxide. -18- 12. A chemical agent as claimed in claim 1 and comprising:- mineral gypsum 35% by mass quartz sand 12% by mass calcium oxide or hydroxide 25% by mass Portland blast furnace cement 28% by mass 13. A method of improving the engineering properties of soil which comprises scarifying the soil to break up and pulverize the soil, applying the chemical agent as claimed in any one of claims 1 to 12 over the soil, mixing the soil and chemical agent, and thereafter compacting the soil. 14. A method of manufacturing building blocks from soil which comprises breaking up the soil, mixing it with the chemical agent claimed in any one of claims 1 to 12, compacting the mixed soil and chemical agent into moulds, and allowing the mixed soil and chemical agent to set and harden.

Inventors: COHEN JOSY, COHEN, JOSY
Applicants: COHEN JOSY, FOWLDS LIMITED, COHEN, JOSY
Application year: 1999
Main classification: C04B28
IPC codes: C04B16, C04B28, C09K17, C09K103, E02D3