Study on the Critical Height of Homogeneous Clay Slope

Yue Nan Jiang

doi:10.4028/www.scientific.net/AMR.368-373.3015

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 368-373Study on the Critical Height of Homogeneous Clay...

Study on the Critical Height of Homogeneous Clay Slope

Abstract:

Small cohesion clay slope is possible to slide along the plane slip surface or log-spiral slip surface. Based on the upper bound theory and energy principle, this paper deduced the critical height of the inclined top clay slope. The sliding mode of plane slip surface and log-spiral slip surface is studied. Finally, an engineering example is analyzed and the critical height calculation is introduced.

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Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

3015-3021

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.368-373.3015

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Online since:

October 2011

Authors:

Yue Nan Jiang

Keywords:

Critical Height, Homogeneous Clay Slope, Logarithmic Spiral Slip Surface, Plane Slip Surface

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