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- W2362008191 abstract "The Simulating state of stress in projects,laboratory CU tri-axial tests were carried out in order to understand the stress-strain relationship and strength property of fillings treated with lime.The change of shear strength indexes of lime-reinforced soils with lime ratio in the soil samples was investigated.The failure modes of reinforced and unreinforced fillings were discussed.The structure and components of reinforced and unreinforced fillings are also microscopically analyzed by electron microscopy(SEM) and energy spectrum(EDS).Based on the laboratory test results and microstructure analysis,the reinforcement mechanism of fillings treated with lime was discussed.The laboratory test results show that: the addition of lime can improve effectively the mechanical properties of fillings.The shear strength of lime soils increases with increasing of added lime dosage.When lime ratio is greater than 4%,the strength and the capacity for resisting the deformation of lime-reinforced soils remarkably increase.Derivative cohesion principle suitable for geotextile-reinforced soils can be used to interpret the reinforcement mechanism of fillings treated with lime.The research results are of importance for understanding the strengthening mechanism and determining suitable lime ratio during construction." @default.
- W2362008191 created "2016-06-24" @default.
- W2362008191 creator A5057950610 @default.
- W2362008191 date "2011-01-01" @default.
- W2362008191 modified "2023-09-28" @default.
- W2362008191 title "Experimental Study on Shear Strength of Fillings Treated with Lime" @default.
- W2362008191 hasPublicationYear "2011" @default.
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