Interaction Deep Excavation – Adjacent Structure: Numerical Two and Three Dimensional Modeling

Abstract:

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Urban development often requires the construction of deep excavations near to buildings or other structures. We have to study complex material structure interactions where we should take into consideration several particularities. In this paper, we perform a numerical modeling with the finite element method, using PLAXIS software, of the interaction deep excavation-diaphragm wall-soil-structure in the case of non linear soil behavior. We focus our study on a comparison of the results given respectively by two and three dimensional modelings. This allows us to give some recommendations concerning the validity of twodimensional study. We perform a parametric study according to the initial loading on the structure and the struts number.

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Periodical:

Edited by:

Maher Soueidan, Mohamad Roumié and Pierre Masri

Pages:

344-347

DOI:

10.4028/www.scientific.net/AMR.324.344

Citation:

M. Abdallah et al., "Interaction Deep Excavation – Adjacent Structure: Numerical Two and Three Dimensional Modeling", Advanced Materials Research, Vol. 324, pp. 344-347, 2011

Online since:

August 2011

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$35.00

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