Paper Title:
The Finite Element Analysis of the Deep Foundation Pit Excavation and the Model Test
  Abstract

The fracture theory of soil was a new developing problem in recent year. In this paper, the basic principle of fracture mechanics and the strength theory of soil were combined, and the soil-cracking strength theory was adopted to build a constitutive relation for cracked soils. In order to use such theory and to analyze how the cracked soils effect on retaining structure, we developed an elastoplastic finite element program. Finally, the calculation results from this program were compared with the surveying measured in model testing.

  Info
Periodical
Advanced Materials Research (Volumes 368-373)
Chapter
Chapter 1: High Strength High Performance Materials and New Structural System
Edited by
Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
Pages
542-548
DOI
10.4028/www.scientific.net/AMR.368-373.542
Citation
C. Yan, R. S. Qin, H. Y. Sun, "The Finite Element Analysis of the Deep Foundation Pit Excavation and the Model Test", Advanced Materials Research, Vols. 368-373, pp. 542-548, 2012
Online since
October 2011
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Price
$32.00
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