# Strength and Drying Shrinkage of Alkali-Activated Slag Paste and Mortar

Authors: Mao-chieh Chi; Jiang-jhy Chang; Ran Huang
Journal: Advances in Civil Engineering
 (2012)

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## Abstract

The aim of this study is to investigate the strengths and drying shrinkage of alkali-activated slag paste and mortar. Compressive strength, tensile strength, and drying shrinkage of alkali-activated slag paste and mortar were measured with various liquid/slag ratios, sand/slag ratios, curing ages, and curing temperatures. Experimental results show that the higher compressive strength and tensile strength have been observed in the higher curing temperature. At the age of 56 days, AAS mortars show higher compressive strength than Portland cement mortars and AAS mortars with liquid/slag ratio of 0.54 have the highest tensile strength in all AAS mortars. In addition, AAS pastes of the drying shrinkage are higher than AAS mortars. Meanwhile, higher drying shrinkage was observed in AAS mortars than that observed comparable Portland cement mortars.


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## Body

## 1. Introduction

Alkali-activated slag (AAS) has a great potential for using industrial byproducts. The production of AAS concretes is associated with low energy consumption and low CO2 emission. The alkaline activation of slag has been studied [1–6]. Its main reaction product is a low-crystalline hydrated calcium silicate. When compared with Portland cements and concretes, AAS cements and concretes present several advantages, such as earlier and higher strengths, lower hydration heat, and stronger resistance to chemical attack. However, they also have some disadvantages, such as quick setting and high shrinkage rate with formation of microcracking [7].The strength development and drying shrinkage of AAS are determined by the nature of the compounds forming during the activation and curing process [8]. Collins and Sanjayan [9] examined the effects of internal curing of AAS concrete by replacing normal weight coarse aggregate with fully saturated slag coarse aggregate and showed that the compressive strength was improved and the drying shrinkage was less. Puertas et al. [7] found that the nature of the matrix is the most important factor to the strength development. Krizan and Zivanovic [10] reported that the compressive strength of normal-cured water glass slag cements is higher than that of Portland cement mortars and drying shrinkage of alkali-slag cements is also higher than that of Portland cement. Bakharev et al. [11] studied the effect of elevated curing temperature on properties of AAS concrete and concluded that heat treatment greatly accelerates strength development, but at later ages the compressive strength was reduced compared to concrete cured at room temperature. In addition, heat curing considerably reduces shrinkage of AAS concrete. Fernández-Jiménez et al. [3] studied the flexural and compressive strengths of AAS mortars and reported that liquid sodium silicate gave the highest strengths. The factors influencing the flexural and compressive strengths were the concentration of the activator, followed by curing temperature, and the fineness of the slag.The composition of slag depends on the raw materials and the industrial products; thus, each slag differs in response to activation [4]. Meanwhile, many researches on the compressive strength and shrinkage of AAS mortars and concretes were published. However, there is insufficient data on tensile strength, and particularly the effect of various sand/slag ratios on the strength and shrinkage of AAS mortars and concretes has not been previously reported. Therefore, one of the aims of this study is to investigate and provide more data on the tensile strength. Another aim of this study is to develop a better of understanding the effects of liquid/slag ratios, sand/slag ratios, curing ages, and curing temperatures on the strength and shrinkage of AAS pastes and mortars.


## 2. Experimental Programs

### 2.1. Materials

The chemical composition of GBFS used in this work is shown in Table1. The basicity coefficient Kb = (CaO + MgO)/(SiO2 + Al2O3) and the hydration modulus HM = (CaO + MgO + Al2O3)/SiO2 based on the chemical composition were 0.93 and 1.75, respectively. Its specific gravity and Blaine fineness were 2900 kg/m3 and 383 m2/kg, respectively. The slag activity index at 7 and 28 days was 70.36% and 104.63%, respectively. The ordinary Portland cement (OPC) type I with a specific gravity of 3150 kg/m3 and Blaine fineness of 364 m2/kg was used as reference binder. Its chemical composition is also shown in Table 1. The river sand as fine aggregate was used, and the specific gravity, water absorption, and the fineness modulus of fine aggregates are 2.66, 2.8%, and 2.72, respectively.Table 1
Chemical composition of granulated blast furnace slag and cement (%wt).
Physical properties/chemical compositionsGBFSOPCCalcium oxide, CaO39.5463.56Silicon dioxide, SiO233.8721.04Aluminum oxide, Al2O314.425.46Ferric oxide, Fe2O30.692.98Sulfur trioxide, SO32.472.04Sodium oxide, Na2O0.480.32Potassium oxide, K2O0.650.70Magnesium oxide, MgO5.352.52Loss on ignition, L.O.I.2.531.38The most used alkaline activators are a mixture of NaOH with sodium silicate (Na2O·γSiO2) [12]. In this study, the alkaline activation of the GBFS was carried out using NaOH pellets with a density of 2130 kg/m3 and sodium silicate solution (Na2O·γSiO2·nH2O) composed of 37.0% SiO2, 17.7% Na2O, and 45.3% H2O by mass and a solution modulus (Ms = SiO2/Na2O) of 2.09.


### 2.2. Mixture and Specimen Preparation

Alkali-activated slag (AAS) mortars with three liquid-to-binder ratios of 0.44, 0.54, and 0.64 and three levels of sand-to-binder of 0, 1, and 2 per cubic meter of mortar according to ACI recommendations were designed, respectively. The proportions by weight of ordinary Portland cement mortar mixture as a control were 1 : 2 : 0.54 cement, sand, and water, respectively. 122 g/L (gram per liter) sodium hydroxide, 123 g/L sodium silicate, and 0.77 M phosphoric acid solutions were blended, providing the modulus in solution (mass ratio of SiO2 to Na2O), Ms, is equal to 1.01, as activators for slag activation. Slag was activated by the alkaline solutions. The specimens were cast and kept in steel molds for 24 hours, and then they were demolded and then moved into a curing room until testing. For all mixtures, strengths and drying shrinkage were evaluated after cure of the temperature 23, 65, and 85°C.


### 2.3.  Methods

The compressive strength tests of the specimens were conducted according to ASTM C109-08. For each mixture, three 50 × 50 × 50 mm cubic specimens were prepared. The tensile strength tests were performed in accordance with ASTM C190. The flexural strength tests of prismatic specimens with 40 × 40 × 160 mm dimensions were conducted following ASTM C348. Compressive strength, tensile strength, and flexural strength of alkali-activated slag mortar were determined at the age of 3, 7, 28, and 56 days, respectively. Drying shrinkage measurement was carried out according to ASTM C596. The length (Lx) of the shrinkage specimens was measured at the age of 3, 7, 14, 21, 28, 35, 42, 49, and 56 days, respectively. The length change was then calculated by the following formula:(1)length change:LC(%)=Li-LxG×100,
where G is the nominal effective length.For each mixture, three specimens were prepared and tested in this study.


## 2.1. Materials

The chemical composition of GBFS used in this work is shown in Table1. The basicity coefficient Kb = (CaO + MgO)/(SiO2 + Al2O3) and the hydration modulus HM = (CaO + MgO + Al2O3)/SiO2 based on the chemical composition were 0.93 and 1.75, respectively. Its specific gravity and Blaine fineness were 2900 kg/m3 and 383 m2/kg, respectively. The slag activity index at 7 and 28 days was 70.36% and 104.63%, respectively. The ordinary Portland cement (OPC) type I with a specific gravity of 3150 kg/m3 and Blaine fineness of 364 m2/kg was used as reference binder. Its chemical composition is also shown in Table 1. The river sand as fine aggregate was used, and the specific gravity, water absorption, and the fineness modulus of fine aggregates are 2.66, 2.8%, and 2.72, respectively.Table 1
Chemical composition of granulated blast furnace slag and cement (%wt).
Physical properties/chemical compositionsGBFSOPCCalcium oxide, CaO39.5463.56Silicon dioxide, SiO233.8721.04Aluminum oxide, Al2O314.425.46Ferric oxide, Fe2O30.692.98Sulfur trioxide, SO32.472.04Sodium oxide, Na2O0.480.32Potassium oxide, K2O0.650.70Magnesium oxide, MgO5.352.52Loss on ignition, L.O.I.2.531.38The most used alkaline activators are a mixture of NaOH with sodium silicate (Na2O·γSiO2) [12]. In this study, the alkaline activation of the GBFS was carried out using NaOH pellets with a density of 2130 kg/m3 and sodium silicate solution (Na2O·γSiO2·nH2O) composed of 37.0% SiO2, 17.7% Na2O, and 45.3% H2O by mass and a solution modulus (Ms = SiO2/Na2O) of 2.09.


## 2.2. Mixture and Specimen Preparation

Alkali-activated slag (AAS) mortars with three liquid-to-binder ratios of 0.44, 0.54, and 0.64 and three levels of sand-to-binder of 0, 1, and 2 per cubic meter of mortar according to ACI recommendations were designed, respectively. The proportions by weight of ordinary Portland cement mortar mixture as a control were 1 : 2 : 0.54 cement, sand, and water, respectively. 122 g/L (gram per liter) sodium hydroxide, 123 g/L sodium silicate, and 0.77 M phosphoric acid solutions were blended, providing the modulus in solution (mass ratio of SiO2 to Na2O), Ms, is equal to 1.01, as activators for slag activation. Slag was activated by the alkaline solutions. The specimens were cast and kept in steel molds for 24 hours, and then they were demolded and then moved into a curing room until testing. For all mixtures, strengths and drying shrinkage were evaluated after cure of the temperature 23, 65, and 85°C.


## 2.3.  Methods

The compressive strength tests of the specimens were conducted according to ASTM C109-08. For each mixture, three 50 × 50 × 50 mm cubic specimens were prepared. The tensile strength tests were performed in accordance with ASTM C190. The flexural strength tests of prismatic specimens with 40 × 40 × 160 mm dimensions were conducted following ASTM C348. Compressive strength, tensile strength, and flexural strength of alkali-activated slag mortar were determined at the age of 3, 7, 28, and 56 days, respectively. Drying shrinkage measurement was carried out according to ASTM C596. The length (Lx) of the shrinkage specimens was measured at the age of 3, 7, 14, 21, 28, 35, 42, 49, and 56 days, respectively. The length change was then calculated by the following formula:(1)length change:LC(%)=Li-LxG×100,
where G is the nominal effective length.For each mixture, three specimens were prepared and tested in this study.


## 3. Results and Discussion

### 3.1. Compressive Strength

The main hydration product found in AAS is a low-crystalline hydrated calcium silicate, like a C-S-H gel with a low calcium/silicon ratio, hydrotalcite, and ettringite or AFm phase [7, 13–16]. It is probably because of the high pH solutions, which favors low calcium concentrations and high silicon concentrations. The compressive strength of AAS pastes and mortars with various curing temperatures and sand/slag ratios is presented in Figures 1, 2 and 3. The compressive strength of the Portland cement mortars is presented in Table 2. The compressive strength of AAS pastes and mortars increases as the curing age increases. The effect of curing temperature on AAS pastes and mortars was investigated further. Heat curing for 12 hr at 65°C and for 6 hr at 85°C produced considerable acceleration in compressive strength development. Compressive strength is quickly growing with an increase of curing temperature at the age of 3 days. However, at 7 days and beyond, the compressive strength of AAS mortars with 65 and 85°C curing is slow growing or levels off, whereas AAS mortars cured at 23°C continue to gain strength with ages. Between 28 and 56 days, the compressive strength of AAS mortars cured at 23°C is almost close to that of AAS mortars cured at 65 and 85°C. Moreover, the strength of AAS mortars with liquid/slag ratio of 0.44 cured at 23°C exceeds values for AAS mortars cured at 65 and 85°C. Bakharev et al. [4] reported that when curing temperature is used, it leads to a strength increase in alkali-activated slag for the initial curing times but with a decrease for older times. Other authors [17] also noticed a strength decrease for long curing time with temperature. At the age of 56 days, the compressive strength of AAS mortars with 65°C curing is higher than that with 85°C curing except the AAS mortar with liquid/slag ratio of 0.44 and sand/slag ratio of 1.Table 2
Compressive strength of Portland cement mortars at water/cement ratio of 0.54 (MPa).
GroupPC (Portland cement)APC (alkali-activated Portland cement)Curing temperature (°C)23Sand/slag ratio23 days12.4522.207 days21.5225.3028 days32.4630.1056 days39.2534.20Figure 1
Compressive strength of AAS mortars (L/S=0.44).Figure 2
Compressive strength of AAS mortars (L/S=0.54).Figure 3
Compressive strength of AAS mortars (L/S=0.64).Figure4 shows the compressive strength of AAS mortars with various liquid/slag ratios and sand/slag ratios at the age of 56 days. It can be seen that the compressive strength of AAS mortars decreases with an increase in liquid/slag ratio. In addition, the compressive strength of AAS mortars also decreases with an increase in sand/slag ratio and AAS mortars show higher compressive strength than Portland cement mortars and alkali-activated Portland cement mortars. The compressive strength of alkali-activated binder is higher than that of fine aggregate. Thus, a higher ratio of sand would lead to lower compressive strength for AAS mortars.Figure 4
Compressive strength of AAS mortars at the age of 56 days.


### 3.2. Tensile Strength

The tensile strength of AAS pastes and mortars with various curing temperatures and sand/slag ratios is presented in Figures5, 6 and 7. The tensile strength of Portland cement mortars is presented in Table 3. Similar findings to compressive strength were found for tensile strength of AAS pastes and mortars. AAS mortars with heat curing for 12 hr at 65°C and for 6 hr at 85°C show higher tensile strength than the other AAS mortars cured at 23°C at 3 and 7 days. After 28 days, the tensile strength of AAS mortars cured at 65 and 85°C is slow growing or levels off, whereas AAS mortars cured at 23°C continue to gain tensile strength with ages. At the age of 56 days, AAS mortars of liquid/slag ratio of 0.54 and sand/slag ratio of 1 at 23°C curing have the highest tensile strength. However, the effect of curing temperature on AAS mortars is limited. As the curing temperature increases from 65°C to 85°C, the tensile strength of AAS mortars has a slow drop. In addition, at the same liquid/slag ratio, the tensile strength of AAS mortars with sand/slag ratio of 2 is higher than that of AAS mortars with sand/slag ratio of 1 at 65 and 85°C curing.Table 3
Tensile strength of Portland cement mortars at water/cement ratio of 0.54 (MPa).
GroupPC (Portland cement)APC (alkali-activated Portland cement)Curing temperature (°C)23sand/slag ratio23 days2.022.807 days3.683.5728 days4.404.2556 days4.774.76Figure 5
Tensile strength of AAS mortars (L/S=0.44).Figure 6
Tensile strength of AAS mortars (L/S=0.54).Figure 7
Tensile strength of AAS mortars (L/S=0.64).Figure8 shows the tensile strength of AAS mortars cured at 23°C with various liquid/slag ratios and sand/slag ratios at the age of 56 days. It can be seen that the AAS mortars with liquid/slag ratio of 0.54 have the highest tensile strength compared to the other AAS mortars, followed by the liquid/slag ratio of 0.44 and 0.64. Meanwhile, the ratio of the tensile strength of AAS mortar with the liquid/slag ratio of 0.54 to that of the Portland cement mortar is 1.2. In general, the lower liquid/slag ratio leads to the lower workability. Therefore, it can be explained that the lower workability decreases the cohesion strength of transition zone, thus, causing a reduction in the tensile strength. On the other hand, the tensile strength of AAS pastes decreases with an increase of liquid/slag ratio. The higher liquid/slag ratio leads to the lower alkali-activated reaction.Figure 8
Tensile strength of AAS mortars at the age of 56 days.


### 3.3. Drying Shrinkage

The drying shrinkage of the AAS pastes and mortars with various curing temperatures and sand/slag ratios is presented in Figures9, 10, 11. The drying shrinkage of Portland cement mortars is listed in Table 4. Most of the drying shrinkage takes place during the early ages. AAS pastes of the drying shrinkage are higher than AAS mortars. Meanwhile, the drying shrinkage of pastes and mortars increases with an increase of liquid/slag ratio. The liquid/slag ratio determines the amount of evaporable water in the paste and the rate at which water can move towards the surface of the specimen. Thus, the amount of alkaline solution greatly influences mechanical properties, porosity, and the degree of hydration, which are determining factors for the development of shrinkage [5]. The increase of water content caused the increase of drying shrinkage. However, water content is not a primary factor influencing drying shrinkage. The higher sand/slag ratio results in the lower drying shrinkage. Reducing the amount of paste and lowering the liquid/slag ratio have a positive effect on drying shrinkage of AAS pastes and mortars. In addition, the higher curing temperature leads to a lower drying shrinkage. The greater the quantity of hydrated products the smaller the volume of unhydrated cement particles that restrain the shrinkage.Table 4
Drying shrinkage of Portland cement mortars at water/cement ratio of 0.54 (%).
GroupPC (Portland cement)APC (alkali-activated Portland cement)Curing temperature (°C)23Sand/slag ratio23 days0.0000.0007 days0.0800.19614 days0.1070.36421 days0.1130.44228 days0.1270.46635 days0.1390.47342 days0.1390.47549 days0.1420.47956 days0.1460.484Figure 9
Drying shrinkage of AAS mortars (L/S=0.44).Figure 10
Drying shrinkage of AAS mortars (L/S=0.54).Figure 11
Drying shrinkage of AAS mortars (L/S=0.64).Figure12 shows the drying shrinkage of AAS and Portland cement mortars. It can be seen that higher drying shrinkage was observed in AAS mortars than that observed in comparable Portland cement mortars. Collins and Sanjayan [18] reported that the mechanism of high drying shrinkage of AAS concrete is not absolutely owing to the quantity of weight loss of water from the concrete. The pore size distribution and the calcium silicate hydrate gel characteristics have a critical influence on the magnitude of drying shrinkage.Figure 12
Drying shrinkage of AAS and Portland cement mortars.


## 3.1. Compressive Strength

The main hydration product found in AAS is a low-crystalline hydrated calcium silicate, like a C-S-H gel with a low calcium/silicon ratio, hydrotalcite, and ettringite or AFm phase [7, 13–16]. It is probably because of the high pH solutions, which favors low calcium concentrations and high silicon concentrations. The compressive strength of AAS pastes and mortars with various curing temperatures and sand/slag ratios is presented in Figures 1, 2 and 3. The compressive strength of the Portland cement mortars is presented in Table 2. The compressive strength of AAS pastes and mortars increases as the curing age increases. The effect of curing temperature on AAS pastes and mortars was investigated further. Heat curing for 12 hr at 65°C and for 6 hr at 85°C produced considerable acceleration in compressive strength development. Compressive strength is quickly growing with an increase of curing temperature at the age of 3 days. However, at 7 days and beyond, the compressive strength of AAS mortars with 65 and 85°C curing is slow growing or levels off, whereas AAS mortars cured at 23°C continue to gain strength with ages. Between 28 and 56 days, the compressive strength of AAS mortars cured at 23°C is almost close to that of AAS mortars cured at 65 and 85°C. Moreover, the strength of AAS mortars with liquid/slag ratio of 0.44 cured at 23°C exceeds values for AAS mortars cured at 65 and 85°C. Bakharev et al. [4] reported that when curing temperature is used, it leads to a strength increase in alkali-activated slag for the initial curing times but with a decrease for older times. Other authors [17] also noticed a strength decrease for long curing time with temperature. At the age of 56 days, the compressive strength of AAS mortars with 65°C curing is higher than that with 85°C curing except the AAS mortar with liquid/slag ratio of 0.44 and sand/slag ratio of 1.Table 2
Compressive strength of Portland cement mortars at water/cement ratio of 0.54 (MPa).
GroupPC (Portland cement)APC (alkali-activated Portland cement)Curing temperature (°C)23Sand/slag ratio23 days12.4522.207 days21.5225.3028 days32.4630.1056 days39.2534.20Figure 1
Compressive strength of AAS mortars (L/S=0.44).Figure 2
Compressive strength of AAS mortars (L/S=0.54).Figure 3
Compressive strength of AAS mortars (L/S=0.64).Figure4 shows the compressive strength of AAS mortars with various liquid/slag ratios and sand/slag ratios at the age of 56 days. It can be seen that the compressive strength of AAS mortars decreases with an increase in liquid/slag ratio. In addition, the compressive strength of AAS mortars also decreases with an increase in sand/slag ratio and AAS mortars show higher compressive strength than Portland cement mortars and alkali-activated Portland cement mortars. The compressive strength of alkali-activated binder is higher than that of fine aggregate. Thus, a higher ratio of sand would lead to lower compressive strength for AAS mortars.Figure 4
Compressive strength of AAS mortars at the age of 56 days.


## 3.2. Tensile Strength

The tensile strength of AAS pastes and mortars with various curing temperatures and sand/slag ratios is presented in Figures5, 6 and 7. The tensile strength of Portland cement mortars is presented in Table 3. Similar findings to compressive strength were found for tensile strength of AAS pastes and mortars. AAS mortars with heat curing for 12 hr at 65°C and for 6 hr at 85°C show higher tensile strength than the other AAS mortars cured at 23°C at 3 and 7 days. After 28 days, the tensile strength of AAS mortars cured at 65 and 85°C is slow growing or levels off, whereas AAS mortars cured at 23°C continue to gain tensile strength with ages. At the age of 56 days, AAS mortars of liquid/slag ratio of 0.54 and sand/slag ratio of 1 at 23°C curing have the highest tensile strength. However, the effect of curing temperature on AAS mortars is limited. As the curing temperature increases from 65°C to 85°C, the tensile strength of AAS mortars has a slow drop. In addition, at the same liquid/slag ratio, the tensile strength of AAS mortars with sand/slag ratio of 2 is higher than that of AAS mortars with sand/slag ratio of 1 at 65 and 85°C curing.Table 3
Tensile strength of Portland cement mortars at water/cement ratio of 0.54 (MPa).
GroupPC (Portland cement)APC (alkali-activated Portland cement)Curing temperature (°C)23sand/slag ratio23 days2.022.807 days3.683.5728 days4.404.2556 days4.774.76Figure 5
Tensile strength of AAS mortars (L/S=0.44).Figure 6
Tensile strength of AAS mortars (L/S=0.54).Figure 7
Tensile strength of AAS mortars (L/S=0.64).Figure8 shows the tensile strength of AAS mortars cured at 23°C with various liquid/slag ratios and sand/slag ratios at the age of 56 days. It can be seen that the AAS mortars with liquid/slag ratio of 0.54 have the highest tensile strength compared to the other AAS mortars, followed by the liquid/slag ratio of 0.44 and 0.64. Meanwhile, the ratio of the tensile strength of AAS mortar with the liquid/slag ratio of 0.54 to that of the Portland cement mortar is 1.2. In general, the lower liquid/slag ratio leads to the lower workability. Therefore, it can be explained that the lower workability decreases the cohesion strength of transition zone, thus, causing a reduction in the tensile strength. On the other hand, the tensile strength of AAS pastes decreases with an increase of liquid/slag ratio. The higher liquid/slag ratio leads to the lower alkali-activated reaction.Figure 8
Tensile strength of AAS mortars at the age of 56 days.


## 3.3. Drying Shrinkage

The drying shrinkage of the AAS pastes and mortars with various curing temperatures and sand/slag ratios is presented in Figures9, 10, 11. The drying shrinkage of Portland cement mortars is listed in Table 4. Most of the drying shrinkage takes place during the early ages. AAS pastes of the drying shrinkage are higher than AAS mortars. Meanwhile, the drying shrinkage of pastes and mortars increases with an increase of liquid/slag ratio. The liquid/slag ratio determines the amount of evaporable water in the paste and the rate at which water can move towards the surface of the specimen. Thus, the amount of alkaline solution greatly influences mechanical properties, porosity, and the degree of hydration, which are determining factors for the development of shrinkage [5]. The increase of water content caused the increase of drying shrinkage. However, water content is not a primary factor influencing drying shrinkage. The higher sand/slag ratio results in the lower drying shrinkage. Reducing the amount of paste and lowering the liquid/slag ratio have a positive effect on drying shrinkage of AAS pastes and mortars. In addition, the higher curing temperature leads to a lower drying shrinkage. The greater the quantity of hydrated products the smaller the volume of unhydrated cement particles that restrain the shrinkage.Table 4
Drying shrinkage of Portland cement mortars at water/cement ratio of 0.54 (%).
GroupPC (Portland cement)APC (alkali-activated Portland cement)Curing temperature (°C)23Sand/slag ratio23 days0.0000.0007 days0.0800.19614 days0.1070.36421 days0.1130.44228 days0.1270.46635 days0.1390.47342 days0.1390.47549 days0.1420.47956 days0.1460.484Figure 9
Drying shrinkage of AAS mortars (L/S=0.44).Figure 10
Drying shrinkage of AAS mortars (L/S=0.54).Figure 11
Drying shrinkage of AAS mortars (L/S=0.64).Figure12 shows the drying shrinkage of AAS and Portland cement mortars. It can be seen that higher drying shrinkage was observed in AAS mortars than that observed in comparable Portland cement mortars. Collins and Sanjayan [18] reported that the mechanism of high drying shrinkage of AAS concrete is not absolutely owing to the quantity of weight loss of water from the concrete. The pore size distribution and the calcium silicate hydrate gel characteristics have a critical influence on the magnitude of drying shrinkage.Figure 12
Drying shrinkage of AAS and Portland cement mortars.


## 4. Conclusions

The results of this paper indicate the following.(1) Compressive strength is quickly growing with an increase of curing temperature at the age of 3 days. At the age of 56 days, the compressive strength of AAS mortars decreases with an increasing sand/slag ratio and AAS mortars show higher compressive strength than Portland cement mortars and alkali-activated Portland cement mortars.(2) AAS mortars with heat curing for 12 hr at 65°C and for 6 hr at 85°C show higher tensile strength than the other AAS mortars cured at 23°C at 3 and 7 days. As the curing temperature increases from 65°C to 85°C, the tensile strength of AAS mortars has a slow drop. At the age of 56 days, AAS mortars with liquid/slag ratio of 0.54 have the highest tensile strength compared to the other AAS mortars, followed by the liquid/slag ratio of 0.44 and 0.64.(3) Most of the drying shrinkage takes place during the early ages. AAS pastes of the drying shrinkage are higher than AAS mortars. Meanwhile, higher drying shrinkage was observed in AAS mortars than that observed in comparable Portland cement mortars.



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*Source: 579732-2012-05-16.xml*