The Stability Of A Diaphragm Wall ? Synopsis

Deep Foundations Institute
X. L. Chen
Organization:
Deep Foundations Institute
Pages:
5
File Size:
722 KB
Publication Date:
Jan 1, 2010

Abstract

The diaphragm walling has been recently adopted in one of the largest excavation of deep foundation engineerings in Shanghai, China with dimension of 90m in length, 50m in width and 13m in depth to solve its stability problem. In this paper the field test for monitoring the stability of the diaphragm wall is discribed, in which the excess pore water pressure and the horizontal displacement of the clay layers were monitored during the period of the excavation. The data measured in the field test are efficient for the safety during construction.
Citation

APA: X. L. Chen  (2010)  The Stability Of A Diaphragm Wall ? Synopsis

MLA: X. L. Chen The Stability Of A Diaphragm Wall ? Synopsis. Deep Foundations Institute, 2010.

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