Chapter
Apr 26, 2012

Installation and Performance of a Steel Sheet Pile Wall for Supporting an Excavation in Urban Environment

Publication: Geo-Frontiers 2011: Advances in Geotechnical Engineering

Abstract

A case history is presented of a deep supported excavation in urban environment under difficult soil conditions (soft clay, high water table). An internally braced sheet pile wall (installed with a vibratory driver) was used for temporary retention of the walls of a 5.80m deep excavation having plan dimensions 29m x 24m. The intensity of ground vibrations was monitored during sheet pile driving and extraction. The excavation was successfully completed and the measured behavior of the retaining system, and of adjacent structures, was found to be in agreement with the predictions of numerical analyses using the commercially available finite element code PLAXIS.

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Go to Geo-Frontiers 2011
Geo-Frontiers 2011: Advances in Geotechnical Engineering
Pages: 3370 - 3380

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Published online: Apr 26, 2012

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G. A. Athanasopoulos [email protected].
M.ASCE
University of Patras, Dept. of Civil Engineering, Laboratory of Geotechnical Engineering, Rion (Patras), Greece, GR-26500.E-mail: [email protected].
V. S. Vlachakis
University of Patras, Dept. of Civil Engineering, Laboratory of Geotechnical Engineering, Rion (Patras), Greece, GR-26500
P. C. Pelekis, Ph.D. [email protected].
School of Pedagogical & Technological Education (ASPETE), Dept. of Civil and Structural Engineering, N.Heraklion, Athens, Greece, GR-14121.E-mail: [email protected].

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