Paper Title:
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.

  Info
Periodical
Advanced Materials Research (Volumes 368-373)
Chapter
Chapter 7: Construction Technology of Large Complex Structure
Edited by
Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
Pages
3015-3021
DOI
10.4028/www.scientific.net/AMR.368-373.3015
Citation
Y. N. Jiang, "Study on the Critical Height of Homogeneous Clay Slope", Advanced Materials Research, Vols. 368-373, pp. 3015-3021, 2012
Online since
October 2011
Authors
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Price
$32.00
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