In Situ Shear Test of Zhongnan Concave Landslide

Nian Qin Wang; Yao Qiong Xue; Xiao Yu Cheng; Qi Pang

doi:10.4028/www.scientific.net/AMM.631-632.627

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 631-632In Situ Shear Test of Zhongnan Concave Landslide

In Situ Shear Test of Zhongnan Concave Landslide

Abstract:

The mechanical parameters of rock and soil has an important position in the project, the accuracy of the landslide’s mechanical parameters is very important in landslide stability, displacement forecast and prevention engineering design, compared with the laboratory tests, the in-situ tests have many outstanding advantages, the results are more according with the actual. This article through the in-situ shear test of the celadon and purplish red sandy mudstone which in zhongnan concave, detailed describes the test principle, sample preparation and test scheme, to provide a kind of strength parameters acquisition method, at the same time provide definite reference to the congeniality rock and soil.

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Periodical:

Applied Mechanics and Materials (Volumes 631-632)

Pages:

627-630

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.631-632.627

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Online since:

September 2014

Authors:

Nian Qin Wang, Yao Qiong Xue*, Xiao Yu Cheng, Qi Pang

Keywords:

In-Situ Shear Test, Rock, Shear Strength

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* - Corresponding Author

References

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DOI: 10.1016/0148-9062(76)90003-6

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