Study on the Relationship between Soil-Cement Parameters and Unconfined Compressive Strength

Jun Qing Ma; You Xi Wang

doi:10.4028/www.scientific.net/AMR.255-260.4012

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260Study on the Relationship between Soil-Cement...

Study on the Relationship between Soil-Cement Parameters and Unconfined Compressive Strength

Abstract:

This paper studies relationship between soil-cement parameters and unconfined compressive strength. The research in tensile strength and deformation modulus of soil-cement is an important basis for soil-cement failure mechanism and intensity theory. They also impact cracks, deformation and durability of cement-soil structure. Shear strength and deformation of soil-cement is important to the destruction analysis and finite element calculations. Therefore it needs to study on tensile strength, shear strength and deformation modulus of soil-cement. Based on previous experiments, the relationship of tensile strength, shear strength, deformation modulus and unconfined compressive strength of soil-cement are quantitatively studied.

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Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

4012-4016

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.255-260.4012

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Online since:

May 2011

Authors:

Jun Qing Ma, You Xi Wang

Keywords:

Deformation Modulus, Shear Strength, Soil-Cement, Tensile Strength, Unconfined Compressive Strength (UCS)

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