Journal ArticleDOI
Analysis of strength development in cement-stabilized silty clay from microstructural considerations
Suksun Horpibulsuk,Runglawan Rachan,Avirut Chinkulkijniwat,Yuttana Raksachon,Apichat Suddeepong +4 more
TLDR
In this paper, the strength development in cement-stabilized silty clay is analyzed based on microstructural considerations, which includes water content, curing time, and cement content.About:
This article is published in Construction and Building Materials.The article was published on 2010-10-01. It has received 447 citations till now. The article focuses on the topics: Cementitious & Cement.read more
Citations
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Experimental feasibility study of geopolymer as the next-generation soil stabilizer
TL;DR: In this article, a lean clay was stabilized with metakaolin-based geopolymer at different concentration (ranging from 3 to 15% of unstabilized soil at its optimum water content) to examine the feasibility of applying geopolymers in stabilizing soils.
Journal ArticleDOI
Strength development in clay–fly ash geopolymer
TL;DR: In this article, the role of influential factors on the strength development in a clay-fly ash geopolymer was studied and the relationship between the strength and heat energy was proposed.
Engineering Behavior of Cement Stabilized Clay at High Water Content (IS-YOKOHAMA 2000「沿岸域の地盤工学における理論と実際」特集号〔英文〕)
哲彦 三浦,Suksun Horpibulsuk +1 more
TL;DR: In this paper, an attempt is made to identify the critical factors governing the engineering behavior of cement-stabilized clay, which helps not only to control the input of cementing agent to attain strength development with curing time and clay water content, but also to understand the subsequent engineering behavior.
Journal ArticleDOI
Soil Stabilization by Calcium Carbide Residue and Fly Ash
TL;DR: In this article, the authors investigated the possibility of using a mixture of CCR and fly ash to improve the strength of problematic silty clay in northeast Thailand and found that CCR reduces specific gravity and soil plasticity, while FA is a pozzolanic material.
Journal ArticleDOI
Assessment of strength development in blended cement admixed Bangkok clay
TL;DR: In this article, the role of fly ash and biomass ash on the strength development of low-swelling Bangkok clay is investigated via unconfined compressive (UC) test and thermal gravity (TG) analysis.
References
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Fundamentals of soil behavior
TL;DR: In this paper, the authors developed an understanding of the factors determining and controlling the engineering properties of soil, the factors controlling their magnitude, and the influences of environment and time, and developed a two-part book which contains the following chapters: Part 1 - the nature of soils; bonding, crystal structure and surface characteristics; soil mineralogy; soil formation and soil deposits; determination of soil composition; soil water; clay-water-electrolyte system; soil fabric and its measurement; Part 2 - soil behavior; soil composition and engineering properties; effective, intergranular
Book
Fundamentals of soil behavior
TL;DR: In this paper, the authors present an overview of the history of the field of geotechnical engineering with a focus on soil formation and its application in the area of chemical engineering.
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Note on a Method of Determining the Distribution of Pore Sizes in a Porous Material
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Effect of fly ash fineness on compressive strength and pore size of blended cement paste
TL;DR: In this paper, the effect of fly ash fineness on compressive strength, porosity, and pore size distribution of hardened cement pastes was investigated and it was shown that the blended cement paste with classified fly ash produced paste with higher compressive power than that with original fly ash.
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Physicochemical and engineering behavior of cement treated clays
TL;DR: In this paper, the relationship between the microstructure and engineering properties of cement-treated marine clay was examined using x-ray diffraction, scanning electron microscopy, pH measurement, mercury intrusion porosimetry, and laser diffractometric measurement of the particle size distribution.