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Journal ArticleDOI

Improvement of soft clay with cement and bagasse ash waste

TLDR
In this article, bagasse ash (BA), a type of agricultural waste from the sugar industry, was used as an admixture to improve the unconfined compressive strength, chemical composition and microstructural properties of soft clay.
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This article is published in Construction and Building Materials.The article was published on 2017-11-15. It has received 79 citations till now. The article focuses on the topics: Compressive strength & Calcium silicate hydrate.

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Journal ArticleDOI

Emerging trends in expansive soil stabilisation: A review

TL;DR: In this paper, the additive and techniques applied for stabilizing expansive soils will be focused on, with respect to their efficiency in improving the engineering properties of the soils, and some issues regarding the effective application of the emerging trends in expansive soil stabilisation were presented with three categories, namely geoenvironmental, standardisation and optimisation issues.
Journal ArticleDOI

Characteristics and Applications of Sugar Cane Bagasse Ash Waste in Cementitious Materials

TL;DR: A comprehensive review of the state-of-the-art morphology, physical properties, chemical composition, and mineralogical composition of SCBA is presented and indicates thatSCBA is a potentially promising construction material.
Journal ArticleDOI

Multiscale laboratory investigation of the mechanical and microstructural properties of dredged sediments stabilized with cement and fly ash

TL;DR: In this article, a multiscale laboratory investigation into the mechanical properties and microstructural characteristics of dredged sediments stabilized with Ordinary Portland cement (OPC) type I and fly ash (FA) was presented.
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Sugarcane bagasse ash-based engineered geopolymer mortar incorporating propylene fibers

TL;DR: In this article, the physical and mechanical properties of a SBA-based geopolymer with various percentages of (PP)(PP) fibers were evaluated through the experiments and discussed in detail.
Journal ArticleDOI

The effect of zeolite and cement stabilization on the mechanical behavior of expansive soils

TL;DR: In this paper, the effect of partial cement replacement with zeolite on the mechanical behavior of the cement-stabilized expansive soil was evaluated, and the results indicated that the addition of cement led to an increase in the maximum dry density (MDD) and optimum moisture content (OMC) of the soil-cement mixture, whereas increasing the zerosolite content resulted in opposite trends.
References
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Book

Foundation analysis and design

TL;DR: In this paper, Fondation de soutenagement et al. presented a reference record for Dimensionnement Reference Record created on 2004-09-07, modified on 2016-08-08.
Book

An Introduction to Geotechnical Engineering

TL;DR: In this paper, the authors present data on soil behaviour, with emphasis on practical and empirical knowledge required by geotechnical engineers for the design and construction of foundations and embankments.
Journal ArticleDOI

Evaluation of bagasse ash as supplementary cementitious material

TL;DR: In this paper, the effects of bagasse ash (BA) content as partial replacement of cement on physical and mechanical properties of hardened concrete are reported, including compressive strength, splitting tensile strength, water absorption, permeability characteristics, chloride diffusion and resistance to chloride ion penetration.
Journal ArticleDOI

Degree of hydration and gel/space ratio of high-volume fly ash/cement systems

TL;DR: In this article, the degree of hydration of the cement in Portland cement (PC) paste was obtained by determining the non-evaporable water (Wn) content of the fly ash.
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Pozzolanic activity and filler effect of sugar cane bagasse ash in Portland cement and lime mortars

TL;DR: In this paper, the authors investigated the pozzolanic and filler effects of a residual sugar cane bagasse ash (SCBA) in mortars and found that SCBA may be classified as a pozzolaic material, but its activity depends significantly on its particle size and fineness.
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