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Article
Open AccessImprovement of engineering properties of pond ash based CLSM with cementless binder and artificial aggregates made of bauxite residue
Controlled low strength material (CLSM), known as flow able fill is used as a replacement of compacted soil in cases where the application of the latter is difficult or impossible. The low mechanical requireme...
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Article
Open AccessEngineering properties of controlled low strength material (CLSM) incorporating red mud
Controlled low strength materials (CLSM), known as flow able fill is used as a replacement of compacted soil in cases where the application of the latter is difficult or impossible. The low mechanical requirem...
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Article
Open AccessStudies on compressive strength of sand stabilized by alkali-activated ground bottom ash and cured at the ambient conditions
Bottom ash is a by-product generated during the coal combustion of thermal power plant. Bottom ash-based geopolymer has been reported as a promising substitute of cement in concrete.
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Article
Influence of curing conditions on engineering properties of controlled low strength material made with cementless binder
As an evaluation of the use of Controlled Low Strength Material (CLSM) in highway construction applications (e.g., backfill, utility bedding, void fill and bridge approaches), the need for adequate curing cond...
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Chapter and Conference Paper
Soil Stabilization by Using Alkaline-Activated Ground Bottom Ash Coupled with Red Mud
This study evaluates the feasibility of incorporating bottom ash and red mud into a binder to stabilize soil. In this study, the bottom ash collected from Honam Thermal Power Plant in South Korea was ground t...
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Chapter and Conference Paper
Thermal Conductivity of Controlled Low Strength Material (CLSM) Made with Excavated Soil and Coal Ash
This paper focused on the quantitative evaluation of thermal conductivity of CLSM made with excavated soil and coal ash for a possible use as thermal grout for borehole heat exchangers. In a preliminary study...
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Article
Evaluation of erosion resistance capacity on compacted weathered granite soil using non-destructive tests
This paper deals with the evaluation of the erodibility of compacted weathered granite soil through non-destructive tests. A rotating erosion cylinder test (RECT) was employed to evaluate the erosion resistanc...
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Article
Open AccessExcess pore water pressure generation in fine granular materials under undrained cyclic triaxial loading
Understanding the mechanism of excess pore water pressure generation in subgrades is essential for not only designing but also further maintenance purposes. The primary goal of this research was to investigate...
