The Finite Element Analysis of the Deep Foundation Pit Excavation and the Model Test

Abstract:

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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)

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 et al., "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:

$35.00

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