Utilisation of alkaline activated industrial by-products in deep soil mixing
- Yaghoubi, Mohammadjavad, Arulrajah, Ar, Disfani, Mahdi, Horpibulsuk, Suksun, Bo, Myint, Leong, Melvyn
- Authors: Yaghoubi, Mohammadjavad , Arulrajah, Ar , Disfani, Mahdi , Horpibulsuk, Suksun , Bo, Myint , Leong, Melvyn
- Date: 2017
- Type: Text , Conference paper
- Relation: Seventh International Conference on Geotechnique, Construction Materials and Environment, Nov. 21-24, 2017, ISBN: C3051, Mie, Japan p. 96-101
- Full Text:
- Reviewed:
- Description: The use of deep soil mixing (DSM) technique in deep ground improvement projects has increased over the past decade due to being more cost-effective and easier to implement compared to other techniques such as piling, for structures subject to low to medium loads. Currently, Portland cement, lime and their combination are being used as the most common binders in DSM. However, due to the economic and concerning environmental disadvantages of using these binders, there is a need for new environmentally friendly cementing materials. This research attempts to find a way to use stockpiles of industrial by-products, such as fly ash (FA) and slag (S), as new green binders; consequently, reducing the carbon footprint in ground improvement projects. Different contents of FA and S, activated by liquid alkaline activator (L), were added to a soft marine soil to evaluate the changes in its behaviour as well as its microstructure. In addition, mixtures with cement (C), lime (Li) and their combination were prepared and tested for comparison. Binders were added at contents of 10, 20 and 30%, by dry soil mass, and samples were cured for 7 days. The results revealed that these new binders significantly increased the strength and stiffness of the soft soil, and they can be a suitable replacement for C and Li. The optimum mixture was found to be CIS+5% FA+15% S, within the range of binder, L and water content studied in this research. Moreover, recycling FA and S would substantially limit the expansion of landfill sites.
- Authors: Yaghoubi, Mohammadjavad , Arulrajah, Ar , Disfani, Mahdi , Horpibulsuk, Suksun , Bo, Myint , Leong, Melvyn
- Date: 2017
- Type: Text , Conference paper
- Relation: Seventh International Conference on Geotechnique, Construction Materials and Environment, Nov. 21-24, 2017, ISBN: C3051, Mie, Japan p. 96-101
- Full Text:
- Reviewed:
- Description: The use of deep soil mixing (DSM) technique in deep ground improvement projects has increased over the past decade due to being more cost-effective and easier to implement compared to other techniques such as piling, for structures subject to low to medium loads. Currently, Portland cement, lime and their combination are being used as the most common binders in DSM. However, due to the economic and concerning environmental disadvantages of using these binders, there is a need for new environmentally friendly cementing materials. This research attempts to find a way to use stockpiles of industrial by-products, such as fly ash (FA) and slag (S), as new green binders; consequently, reducing the carbon footprint in ground improvement projects. Different contents of FA and S, activated by liquid alkaline activator (L), were added to a soft marine soil to evaluate the changes in its behaviour as well as its microstructure. In addition, mixtures with cement (C), lime (Li) and their combination were prepared and tested for comparison. Binders were added at contents of 10, 20 and 30%, by dry soil mass, and samples were cured for 7 days. The results revealed that these new binders significantly increased the strength and stiffness of the soft soil, and they can be a suitable replacement for C and Li. The optimum mixture was found to be CIS+5% FA+15% S, within the range of binder, L and water content studied in this research. Moreover, recycling FA and S would substantially limit the expansion of landfill sites.
Utilising novel green binders in ground improvement applications
- Yaghoubi, Mohammadjavad;, Arulrajah, A., Disfani, M., Horpibulsuk, S., Darmawan, S., Bo, Myint
- Authors: Yaghoubi, Mohammadjavad; , Arulrajah, A. , Disfani, M. , Horpibulsuk, S. , Darmawan, S. , Bo, Myint
- Date: 2019
- Type: Text , Conference paper
- Relation: 13th Australia New Zealand Conference on Geomechanics, 1-3 April 2019, Perth, Australia
- Full Text:
- Reviewed:
- Description: Special attention is being paid currently to geopolymers as novel binders in ground improvement applications. The use of industrial by-products such as fly ash (FA) and slag (S) in the synthesis of geopolymers makes these alternatives to traditional binders, such as Portland cement, sustainable binders with low-carbon footprint. Geopolymers have been studied and used in a variety of applications, such as concrete or ceramic manufacturing, with controllable conditions of production environment. There are however limited knowledge on the use of geopolymers, as stabilising binders, in ground improvement projects and lack of certainties as to how these new binders would behave in the field where varying factors such as water table or temperature could affect the strength development. This study evaluates the reliability of using a FA and S based geopolymer to stabilise a soft marine clay. The strength development and the mineralogy of the mixtures were studied. The combined FA+S contents were 10, 20 and 30%, and mixtures were prepared at water contents of 0.75, 1.0 and 1.25 liquid limit (LL). Samples were cured for 28 days at temperatures of 10, 25 and 40°C. Strength development was significantly increased by adding the FA+S content, particularly at 20% and higher. Moreover, when the water content was increased from 0.75 to 1.0 LL, strength development was enhanced, followed by a decrease at water content of 1.25 LL. Furthermore, by increasing the curing temperature, higher strengths were achieved and the strength development was accelerated. The results indicated that green geopolymeric binders could be used as reliable binders in ground improvement applications.
- Authors: Yaghoubi, Mohammadjavad; , Arulrajah, A. , Disfani, M. , Horpibulsuk, S. , Darmawan, S. , Bo, Myint
- Date: 2019
- Type: Text , Conference paper
- Relation: 13th Australia New Zealand Conference on Geomechanics, 1-3 April 2019, Perth, Australia
- Full Text:
- Reviewed:
- Description: Special attention is being paid currently to geopolymers as novel binders in ground improvement applications. The use of industrial by-products such as fly ash (FA) and slag (S) in the synthesis of geopolymers makes these alternatives to traditional binders, such as Portland cement, sustainable binders with low-carbon footprint. Geopolymers have been studied and used in a variety of applications, such as concrete or ceramic manufacturing, with controllable conditions of production environment. There are however limited knowledge on the use of geopolymers, as stabilising binders, in ground improvement projects and lack of certainties as to how these new binders would behave in the field where varying factors such as water table or temperature could affect the strength development. This study evaluates the reliability of using a FA and S based geopolymer to stabilise a soft marine clay. The strength development and the mineralogy of the mixtures were studied. The combined FA+S contents were 10, 20 and 30%, and mixtures were prepared at water contents of 0.75, 1.0 and 1.25 liquid limit (LL). Samples were cured for 28 days at temperatures of 10, 25 and 40°C. Strength development was significantly increased by adding the FA+S content, particularly at 20% and higher. Moreover, when the water content was increased from 0.75 to 1.0 LL, strength development was enhanced, followed by a decrease at water content of 1.25 LL. Furthermore, by increasing the curing temperature, higher strengths were achieved and the strength development was accelerated. The results indicated that green geopolymeric binders could be used as reliable binders in ground improvement applications.
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