Paper Title:
Associated Analysis of Super Deep Building Foundation Pit’s Diapharagm Inclination and Soil Inclination
  Abstract

Based on a certain super deep building foundation pit of Tianjin railway station, according to analysis of measured data and numerical analysis, it get the changing regular of horizontal displacement of retaining and protecting for foundation excavation——diaphragm wall, and surrounding soil around foundation pit. The conclusion would be helpful for the future similar projects.

  Info
Periodical
Chapter
Chapter 1: Structural Engineering
Edited by
Xuejun Zhou
Pages
169-173
DOI
10.4028/www.scientific.net/AMM.94-96.169
Citation
K. S. Ding, S. Qiang, "Associated Analysis of Super Deep Building Foundation Pit’s Diapharagm Inclination and Soil Inclination", Applied Mechanics and Materials, Vols. 94-96, pp. 169-173, 2011
Online since
September 2011
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Price
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