# Fire Resistance of Sewage Sludge Ash Blended Cement Pastes

Authors: M. A. Tantawy; A. M. El-Roudi; Elham M. Abdalla; M. A. Abdelzaher
Journal: Journal of Engineering
 (2013)

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## Abstract

The aim of the present study is to investigate the hydration characteristics and the fire resistance of sewage sludge ash blended cement pastes by the determination of compressive strength, bulk density, and total porosity in addition to XRD and SEM techniques. Sewage sludge ash modifies the hydration of cement because of its pozzolanic reaction with portlandite favoring the formation of crosslinked fibrous calcium silicate of low Ca/Si ratio. Hence, it was concluded that thermal damage of cement pastes after the exposure to high treatment temperatures (i.e., crack formation and loss of mechanical properties) was effectively reduced with sewage sludge as content up to 20 wt% because of that the presence of crosslinked fibrous calcium silicate strengthens the cement matrix.


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## Body

## 1. Introduction

Sewage water is the collection of wastewater effluents from domestic, hospital, commercial, and industrial establishments. The objective of the sewage treatment is to produce treated sewage water and sewage sludge suitable for safe discharge into the environment or reuse [1]. International environmental protection agencies recommended that incineration is an attractive disposal method of sewage sludge [2]. Sewage sludge ash has been used as an additive in the production of construction materials [3], mortars [4], and concrete [5]. The exposure of concrete to high temperatures as in an accidental fire of buildings leads to an undesirable structural quality deterioration [6]. Previous studies illustrate that hardened cement paste plays a key role in high temperatures deterioration process. The main damage mechanisms that discuss the deterioration of concrete at elevated temperatures are thermal mismatch, decomposition of hydrates, coarsening of pore structure, and pore pressure effects [7].Siliceous aggregates expand around 575°C as a result of theα-β quartz inversion, whereas cement paste shrinks above 200°C [8]. This thermal mismatch (i.e., expansion of siliceous aggregate and shrinkage of cement paste matrix) causes a considerable tension at the aggregate-matrix interface leading eventually to interface fracture and cracking [9]. The decomposition of hydrates occurs during the thermal damage of cementitious materials including the decomposition of ettringite, C-S-H, and carboaluminate hydrates at 180–450°C and portlandite at 425–580°C [10]. The decomposition of portlandite damages the C-S-H. The decomposition of hydrates decreases stiffness and strength of cementitious materials. Volume reduction of the hydrated phases because of the loss of bound water leads to air void formation and coarsening of pore structure of cementitious materials that in turn cause cracking and a considerable loss of the mechanical properties of cementitious materials at a high temperature attack [11, 12]. Free water of saturated cement paste expands and evaporates at about the boiling point of water. The low permeability of cement paste prevents water vapor from escaping through closed pores leading to the buildup of internal pore pressure and the accumulation of tensions in the block sample. The low tensile strength of cement paste under these conditions leads to the formation of microcracks and significant mechanical damage [13, 14].The cracking of cementitious materials exposed to a high temperature attack develops during the postcooling period as a result of rehydration of dissociated CaO associated with a significant volume increase of about 44% [15]. The enhancement of the thermal stability of a concrete and the reduction of postcooling cracking have been achieved by the addition of pozzolana that consumes portlandite (Ca(OH)2) liberated from the hydration of ordinary Portland cement (OPC) forming additional calcium silicate hydrates [16]. The replacement of OPC by silica fume [17], fly ash [16, 18], metakaolin [17, 19], homra [20], and granulated blast furnace slag [9] was found to improve the physicomechanical properties, microstructure, and thermal stability of cementitious materials as well as reduce the extent of cracking when exposed to high temperatures. The addition of polypropylene fibers also was found to reduce the damage of self-compacting cement paste because melted polypropylene fibers form a connected pore structure through which the heat and water vapor escapes [21]. It was indicated that sewage sludge ash has a high pozzolanic activity and improves the workability and compressive strength of concrete [22]. There are lakes of knowledge in the literature about the fire resistance of cementitious materials containing sewage sludge ash. Hence, the present study aims to investigate the influence of sewage sludge ash in the fire resistance of hardened cement pastes.


## 2. Materials and Experimental Techniques

Raw materials used in this work were OPC CEM I (no.42.5) and raw sewage sludge from a wastewater treatment facility. Raw sewage sludge was dried, incinerated in an electrical muffle furnace with a heating rate 10°C/min up to 800°C with soaking time for 2 hrs, recharged from the muffle furnace, cooled to room temperature in desiccator, and ground to pass 90μm sieve. These values of parameters were selected because incineration of sewage sludge must be optimized at 800°C to preserve the pozzolanic activity of the resultant ash as described elsewhere [23]. Sewage sludge ash blended cement was prepared by a partial replacement of OPC with 5–20 wt% sewage sludge ash and their mix composition are shown in Table 1.Table 1
Mix composition of sewage sludge ash blended cements.
Symbol
OPC, wt%
Sewage sludge ash, wt%
C
100
0
S1
95
5
S2
90
10
S3
85
15
S4
80
20Cement pastes were mixed using a water/cement ratio of about 0.25. Freshly prepared cement pastes were moulded in 2 cm3 stainless steel cubic moulds at about 100% relative humidity and demolded after 24 hrs. Hydration characteristics were investigated for cement pastes cured up to 90 days under tap water. The bulk density was determined according to the Archimedes principle [24]. The compressive strength was measured using a manual compressive strength machine according to ASTM designation [25]. Stopping of the hydration of cement pastes at 3, 7, 28, and 90 days as well as free water content determination were performed using a domestic microwave oven as described elsewhere [26].The combined water content was determined for stopped samples from weight loss after ignition in porcelain crucibles at 1000°C for 1 hr in a muffle furnace. The total porosity of the hardened cement paste is calculated from the values of bulk density, free and total water contents as described elsewhere [27]. Fire resistance was investigated for cement pastes hydrated for 28 days and dried at 105°C for 24 hrs then heat treated from 200 up to 800°C. The firing program was carried out in a muffle furnace with a rate of 10°C/min for 2 hrs at each temperature and cooled to room temperature in desiccator. The compressive strength of heat treated cement pastes was measured as mentioned above. The bulk density and total porosity were calculated according to the ISO 5018-1983 [28]. X-ray fluorescence analysis (XRF) of fine powdered samples was carried out for finely ground selected samples by Philips PW1606 X-ray fluorescence spectrometer. X-ray diffraction analysis (XRD) was carried out for finely ground selected samples by Philips X-ray diffractometer PW 1370, Co with Ni filtered CuKα radiation (1.5406 Å). Fourier transform infrared analysis (FTIR) was measured for finely ground selected samples by spectrometer Perkin Elmer FTIR System Spectrum X in the range 400–4000 cm−1. Scanning electron microscope analysis (SEM) was investigated for chips of selected samples by Jeol-Dsm 5400 LG apparatus.


## 3. Results and Discussion

### 3.1. Characterization of Sewage Sludge Ash

Table2 illustrates the chemical composition of OPC and sewage sludge ash determined by XRF analysis. The sum of SiO2, Al2O3, and Fe2O3 content of sewage sludge ash is in accordance with requirements of ASTM designation for pozzolana [29]. Sewage sludge ash has high Al2O3, Fe2O3, and CaO contents due to the use of alum, ferric salts, and lime in the wastewater treatment. Loss on ignition LOI is possibly due to incomplete incineration and adsorbed water. Table 3 illustrates the phase composition of OPC, wt% according to Bouge’s calculations [10]. Figure 1 illustrates the XRD patterns of sewage sludge ash. Sewage sludge ash contains quartz as the main phase in addition to anhydrite, albite, and hematite minerals. Figure 2 illustrates the FTIR spectra of sewage sludge ash. The absorption bands of silica appear at 1101, 796, and 467 cm−1 corresponding to the asymmetric stretching vibration of Si–O–Si, symmetric stretching vibration of Si–O–Si, and bending vibration of O–Si–O, respectively [30].Table 2
Chemical composition of OPC and sewage sludge ash, wt%.
Material
Oxide, wt%
SiO2
Al2O3
Fe2O3
CaO
MgO
SO3
Na2O
K2O
LOI*
P2O5
Notdetermined
Total
OPC
20.88
6.08
3.18
63.00
1.50
1.60
0.22
0.24
1.35
0.15
1.80
98.20
Sewage sludge ash
53.90
9.13
8.05
6.80
3.93
6.04
1.43
1.62
1.11
7.12
0.74
99.26
*LOI is the loss on ignition.Table 3
Phase composition of OPC according to Bouge's calculations.
Phase
Content, wt%
C3S
47.8
β-C2S
24.1
C3A
10.7
C4AF
9.7Figure 1
The XRD pattern of sewage sludge ash.Figure 2
The FTIR spectra of sewage sludge ash.


### 3.2. Hydration Characteristics of Blended Cement Pastes

Figures3 and 4 illustrate the compressive strength and combined water contents of sewage sludge ash blended cement pastes, respectively. The compressive strength and the combined water content decrease with sewage sludge ash content because of the replacement of OPC with sewage sludge ash that have no cementations properties. This is mainly due to the crystalline structure of the sewage sludge ash that has slight pozzolanic activity and the decrease of OPC portion. The decrease of OPC content decreases the formation of C-S-H in the hydrated pastes that has the main binding properties. The rate of compressive strength and the combined water content of sewage sludge ash blended cement pastes increase markedly at later ages of hydration because sewage sludge ash acts as a filler at early ages. The accumulation of portlandite liberated from the hydration process in the pore solution of cement paste at later ages activates the slow pozzolanic reaction of sewage sludge ash with portlandite forming additional hydration products.Figure 3
The compressive strength of sewage sludge ash blended cement pastes.Figure 4
The combined water content of sewage sludge ash blended cement pastes.Figure5 illustrates the bulk density and total porosity of sewage sludge ash blended cement pastes. The bulk density decreases, whereas the total porosity increases with sewage sludge ash content due to the decrease of OPC as a result of replacement with sewage sludge ash. Figure 6 illustrates the XRD patterns of OPC and sewage sludge ash blended cement pastes hydrated for 28 days. Hydrated OPC paste contains a mixture of unhydrated cement clinker phases β-C2S and C3S in addition to portlandite that liberated from hydration process. Calcite appears in hydrated cement pastes because of the partial carbonation of portlandite. Wollastonite appears in sewage sludge ash blended cement pastes. The content of portlandite reduced in sewage sludge ash blended cement pastes because of the pozzolanic activity and the dilution effect of sewage sludge ash that replaces OPC. Blending cement with sewage sludge ash modifies the hydration reaction mechanism by favoring the formation of calcium silicate hydrates with low Ca/Si ratio because the addition of sewage sludge ash lowers the Ca/Si ratio in the pore solution of hydrating cement paste [31]. Figure 7 illustrates the SEM micrograph of sewage sludge ash blended cement paste (S4) hydrated for 28 days. Sewage sludge ash reacts with portlandite liberated from cement hydration because of the pozzolanic activity forming crosslinked fibrous calcium silicate.Figure 5
The bulk density and the total porosity of sewage sludge ash blended cement pastes.Figure 6
The XRD patterns of OPC and sewage sludge ash blended cement pastes hydrated for 28 days.Figure 7
The SEM micrograph of sewage sludge ash blended cement paste (S4) hydrated for 28 days.


### 3.3. Fire Resistance of Blended Cement Pastes

Figure8 illustrates the compressive strength of sewage sludge ash blended cement pastes fired from 200 up to 800°C. The compressive strength of OPC increases gradually after firing up to 400°C then decreases sharply. The increase in compressive strength may be due to the self-autoclaving effect that occurs during firing. Water vapor evolved as a result of the partial decomposition of hydration products entrapped inside hardened cement paste due to low porosity. This hydrothermal condition enhances the hydration of unhydrated cement grains (i.e., β-C2S and C3S) forming additional amounts of C-S-H [32]. The compressive strength of sewage sludge ash blended cement pastes fired at 200 and 400°C are lower than that of OPC paste. This is due to dilution of OPC with sewage sludge ash. The self-autoclaving effect diminishes inside sewage sludge ash blended cement pastes that have a higher porosity compared to OPC paste as indicated from Figure 9 that illustrates lower bulk density and higher total porosity of sewage sludge ash blended cement pastes fired at 200–800°C. Thus water vapor escapes easily through open pores inside sewage sludge ash hardened cement pastes. This is also due to that the sewage sludge ash is mainly composed of crystalline silica with low pozzolanic activity, then the hydration products especially C-S-H decrease, that is, the main source of compressive strength. On contrast, the compressive strength of sewage sludge ash blended cement pastes fired at 600–800°C is higher than that of OPC paste. The crosslinked fibrous calcium silicate formed because of the pozzolanic activity of sewage sludge ash strengthen the cement matrix and improves the mechanical properties of cement paste exposed to high temperatures.Figure 8
The compressive strength of sewage sludge ash blended cement paste fired at 200–800°C.Figure 9
The bulk density and total porosity of sewage sludge ash blended cement pastes fired at 200–800°C.Figure10 illustrates the XRD patterns of sewage sludge ash blended cement paste (S4) fired at different temperatures 200–800°C. Portlandite partially decomposes after firing up to 600°C and completely at 800°C, whereas calcite decomposes at 800°C. The hump in the range 25–35 2θ due to C-S-H still appears after firing at 600°C and completely disappears at 800°C. The content of anhydrous calcium silicate minerals β-C2S and C3S increases due to the decomposition of C-S-H. This proves that C-S-H decomposes over a wide range temperature due to its amorphous nature. The decomposition of C-S-H after 600°C leads to the loss of the mechanical properties of cement pastes. Figure 11 illustrates the SEM micrographs of sewage sludge ash blended cement paste (S4) fired at 200–800°C as well as OPC paste fired at 600°C. Amorphous C-S-H still appears as a dense cement matrix in hardened cement pastes fired at 200°C. Partial decomposition of portlandite starts at 400°C accompanying with coarsening of the pore structure of cement paste and formation of microcracks around portlandite crystals. Firing OPC paste at 600°C leads to decomposition of the cementitious materials as well as the formation of friable cement matrix. The thermal damage of sewage sludge ash blended cement paste at 600°C was significantly reduced due to the presence of crosslinked fibrous calcium silicate.Figure 10
The XRD patterns of sewage sludge ash blended cement paste (S4) fired at different temperatures 200–800°C.The SEM micrographs of sewage sludge ash blended cement paste (S4) fired at 200–800°C as well as OPC paste fired at 600°C.
(a)
(b)
(c)
(d)


## 3.1. Characterization of Sewage Sludge Ash

Table2 illustrates the chemical composition of OPC and sewage sludge ash determined by XRF analysis. The sum of SiO2, Al2O3, and Fe2O3 content of sewage sludge ash is in accordance with requirements of ASTM designation for pozzolana [29]. Sewage sludge ash has high Al2O3, Fe2O3, and CaO contents due to the use of alum, ferric salts, and lime in the wastewater treatment. Loss on ignition LOI is possibly due to incomplete incineration and adsorbed water. Table 3 illustrates the phase composition of OPC, wt% according to Bouge’s calculations [10]. Figure 1 illustrates the XRD patterns of sewage sludge ash. Sewage sludge ash contains quartz as the main phase in addition to anhydrite, albite, and hematite minerals. Figure 2 illustrates the FTIR spectra of sewage sludge ash. The absorption bands of silica appear at 1101, 796, and 467 cm−1 corresponding to the asymmetric stretching vibration of Si–O–Si, symmetric stretching vibration of Si–O–Si, and bending vibration of O–Si–O, respectively [30].Table 2
Chemical composition of OPC and sewage sludge ash, wt%.
Material
Oxide, wt%
SiO2
Al2O3
Fe2O3
CaO
MgO
SO3
Na2O
K2O
LOI*
P2O5
Notdetermined
Total
OPC
20.88
6.08
3.18
63.00
1.50
1.60
0.22
0.24
1.35
0.15
1.80
98.20
Sewage sludge ash
53.90
9.13
8.05
6.80
3.93
6.04
1.43
1.62
1.11
7.12
0.74
99.26
*LOI is the loss on ignition.Table 3
Phase composition of OPC according to Bouge's calculations.
Phase
Content, wt%
C3S
47.8
β-C2S
24.1
C3A
10.7
C4AF
9.7Figure 1
The XRD pattern of sewage sludge ash.Figure 2
The FTIR spectra of sewage sludge ash.


## 3.2. Hydration Characteristics of Blended Cement Pastes

Figures3 and 4 illustrate the compressive strength and combined water contents of sewage sludge ash blended cement pastes, respectively. The compressive strength and the combined water content decrease with sewage sludge ash content because of the replacement of OPC with sewage sludge ash that have no cementations properties. This is mainly due to the crystalline structure of the sewage sludge ash that has slight pozzolanic activity and the decrease of OPC portion. The decrease of OPC content decreases the formation of C-S-H in the hydrated pastes that has the main binding properties. The rate of compressive strength and the combined water content of sewage sludge ash blended cement pastes increase markedly at later ages of hydration because sewage sludge ash acts as a filler at early ages. The accumulation of portlandite liberated from the hydration process in the pore solution of cement paste at later ages activates the slow pozzolanic reaction of sewage sludge ash with portlandite forming additional hydration products.Figure 3
The compressive strength of sewage sludge ash blended cement pastes.Figure 4
The combined water content of sewage sludge ash blended cement pastes.Figure5 illustrates the bulk density and total porosity of sewage sludge ash blended cement pastes. The bulk density decreases, whereas the total porosity increases with sewage sludge ash content due to the decrease of OPC as a result of replacement with sewage sludge ash. Figure 6 illustrates the XRD patterns of OPC and sewage sludge ash blended cement pastes hydrated for 28 days. Hydrated OPC paste contains a mixture of unhydrated cement clinker phases β-C2S and C3S in addition to portlandite that liberated from hydration process. Calcite appears in hydrated cement pastes because of the partial carbonation of portlandite. Wollastonite appears in sewage sludge ash blended cement pastes. The content of portlandite reduced in sewage sludge ash blended cement pastes because of the pozzolanic activity and the dilution effect of sewage sludge ash that replaces OPC. Blending cement with sewage sludge ash modifies the hydration reaction mechanism by favoring the formation of calcium silicate hydrates with low Ca/Si ratio because the addition of sewage sludge ash lowers the Ca/Si ratio in the pore solution of hydrating cement paste [31]. Figure 7 illustrates the SEM micrograph of sewage sludge ash blended cement paste (S4) hydrated for 28 days. Sewage sludge ash reacts with portlandite liberated from cement hydration because of the pozzolanic activity forming crosslinked fibrous calcium silicate.Figure 5
The bulk density and the total porosity of sewage sludge ash blended cement pastes.Figure 6
The XRD patterns of OPC and sewage sludge ash blended cement pastes hydrated for 28 days.Figure 7
The SEM micrograph of sewage sludge ash blended cement paste (S4) hydrated for 28 days.


## 3.3. Fire Resistance of Blended Cement Pastes

Figure8 illustrates the compressive strength of sewage sludge ash blended cement pastes fired from 200 up to 800°C. The compressive strength of OPC increases gradually after firing up to 400°C then decreases sharply. The increase in compressive strength may be due to the self-autoclaving effect that occurs during firing. Water vapor evolved as a result of the partial decomposition of hydration products entrapped inside hardened cement paste due to low porosity. This hydrothermal condition enhances the hydration of unhydrated cement grains (i.e., β-C2S and C3S) forming additional amounts of C-S-H [32]. The compressive strength of sewage sludge ash blended cement pastes fired at 200 and 400°C are lower than that of OPC paste. This is due to dilution of OPC with sewage sludge ash. The self-autoclaving effect diminishes inside sewage sludge ash blended cement pastes that have a higher porosity compared to OPC paste as indicated from Figure 9 that illustrates lower bulk density and higher total porosity of sewage sludge ash blended cement pastes fired at 200–800°C. Thus water vapor escapes easily through open pores inside sewage sludge ash hardened cement pastes. This is also due to that the sewage sludge ash is mainly composed of crystalline silica with low pozzolanic activity, then the hydration products especially C-S-H decrease, that is, the main source of compressive strength. On contrast, the compressive strength of sewage sludge ash blended cement pastes fired at 600–800°C is higher than that of OPC paste. The crosslinked fibrous calcium silicate formed because of the pozzolanic activity of sewage sludge ash strengthen the cement matrix and improves the mechanical properties of cement paste exposed to high temperatures.Figure 8
The compressive strength of sewage sludge ash blended cement paste fired at 200–800°C.Figure 9
The bulk density and total porosity of sewage sludge ash blended cement pastes fired at 200–800°C.Figure10 illustrates the XRD patterns of sewage sludge ash blended cement paste (S4) fired at different temperatures 200–800°C. Portlandite partially decomposes after firing up to 600°C and completely at 800°C, whereas calcite decomposes at 800°C. The hump in the range 25–35 2θ due to C-S-H still appears after firing at 600°C and completely disappears at 800°C. The content of anhydrous calcium silicate minerals β-C2S and C3S increases due to the decomposition of C-S-H. This proves that C-S-H decomposes over a wide range temperature due to its amorphous nature. The decomposition of C-S-H after 600°C leads to the loss of the mechanical properties of cement pastes. Figure 11 illustrates the SEM micrographs of sewage sludge ash blended cement paste (S4) fired at 200–800°C as well as OPC paste fired at 600°C. Amorphous C-S-H still appears as a dense cement matrix in hardened cement pastes fired at 200°C. Partial decomposition of portlandite starts at 400°C accompanying with coarsening of the pore structure of cement paste and formation of microcracks around portlandite crystals. Firing OPC paste at 600°C leads to decomposition of the cementitious materials as well as the formation of friable cement matrix. The thermal damage of sewage sludge ash blended cement paste at 600°C was significantly reduced due to the presence of crosslinked fibrous calcium silicate.Figure 10
The XRD patterns of sewage sludge ash blended cement paste (S4) fired at different temperatures 200–800°C.The SEM micrographs of sewage sludge ash blended cement paste (S4) fired at 200–800°C as well as OPC paste fired at 600°C.
(a)
(b)
(c)
(d)


## 4. Conclusions

(1)
Sewage sludge ash contains quartz, anhydrite, gypsum, albite, and hematite minerals and its content of SiO2, Al2O3, and Fe2O3 is in accordance with requirements of ASTM designation for pozzolana.
(2)
Sewage sludge ash slightly modifies the hydration reaction mechanism as a result of its low pozzolanic reaction with portlandite liberated from cement hydration favoring the formation of crosslinked fibrous calcium silicate of low Ca/Si ratio.
(3)
Decomposition of portlandite and C-S-H at 600°C leads to the buildup of internal pore pressure, coarsening of the pore structure of cement paste, the formation of micro cracks, and the loss of the mechanical properties of cement paste.
(4)
The thermal damage of cement pastes exposed to high temperatures (i.e., the buildup of internal pore pressure, crack formation, and loss of mechanical properties) was effectively reduced with sewage sludge ash addition up to 20 wt% due to the presence of crosslinked fibrous calcium silicate which strengthens the cement matrix.



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*Source: 361582-2013-02-02.xml*