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The UCS of cemented soil increases with cement content and curing age.
Splitting tensile strength equals to 0.148 times of compressive strength for both cemented soil and fiber-cement stabilized soil.
The role of cemented soil structure (fabric and cementation bond) on w d cycle strength of LCC clay are investigated, analyzed and presented in this paper.
This paper mainly studies the impacts of environmental contamination on the mechanical property of cemented soil, the factors such as cement content, curing age and pH value are taken into consideration.
Cemented soil has been widely used in civil engineering.
However, the increase is much slower than that of regular cemented soil.
Similar(42)
The results show that the unconfined compression strengths of cemented soils containing 3%and5 5% MK are approximately 2.0 3.0 times of that of materials without MK, that is MK can effectively improve the quality of cemented soils.
Coupling of chemical and mechanical processes in cemented soils and rocks is investigated starting form a micro-structural chemo-mechanical model.
Additionally, the strength with MK after 7 day's curing periods is approximately 0.87 times of that after 28 day's, while this ratio is 0.58 for the soils lacking MK, which indicates that the cemented soils containing MK show sufficient earlier strength than those lacking MK.
However, the shear behaviour at the contact surfaces between the cemented and the non-cemented soil layers has not yet been sufficiently investigated.
This appears to be the first published report of a method for creating a soil monolith in a silica-cemented soil.
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