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The shear behavior of cataclasite from Beihetan site in China based on its geological conditions was investigated. Constant water content triaxial tests with large deformation were carried out under high confining pressure and different water contents conditions. The gain-size analysis shows that not only confining pressure but also water content have great effect on the particle crushing, and an...
Microbial-induced calcium carbonate precipitation (MICP) is a sustainable technique to transform or improve physical and mechanical properties of soils. This paper aims to study the effect of activated carbon (AC) on the property of bio-treated China Standard sand. Six sample groups were prepared considering various dosages of cementation solutions and bacterial suspensions. In each group, samples...
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