Paper Title:
The Bearing Capacity Analyses of Soil beneath the Blade of Circular Cassion
  Abstract

Based on the assumption of pointed blade of circular cassion, the formulas of the bearing capacity of soil beneath the blade are presented by the slip line method. The values of Nγ are not too sensitive to change for the soil’s internal friction angle, and are significantly greater than those obtained by Terzaghi’s and Berezantsev’s formulas. They decrease with an increase in the value of blade embedment depth and the taper angle.

  Info
Periodical
Advanced Materials Research (Volumes 250-253)
Edited by
Guangfan Li, Yong Huang and Chaohe Chen
Pages
1794-1797
DOI
10.4028/www.scientific.net/AMR.250-253.1794
Citation
F. Y. Yan, Y. C. Guo, S. Q. Liu, "The Bearing Capacity Analyses of Soil beneath the Blade of Circular Cassion", Advanced Materials Research, Vols. 250-253, pp. 1794-1797, 2011
Online since
May 2011
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Price
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