Paper Title:
Top-down Excavation of a Metro Station in Soft Clay
  Abstract

This study examines the performance of a deep metro excavation constructed by top-down technique in Shanghai clay deposits. The monitoring items included deflections of diaphragm walls, vertical movements of steel columns, and axial forces of the struts. Based on analysis of the field measurements, some interesting findings were obtained, which will be useful for both practitioners and researchers.

  Info
Periodical
Advanced Materials Research (Volumes 368-373)
Chapter
Chapter 6: Geotechnical Engineering and Underground Space Structure
Edited by
Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
Pages
2866-2869
DOI
10.4028/www.scientific.net/AMR.368-373.2866
Citation
Y. Lu, Y. Tan, "Top-down Excavation of a Metro Station in Soft Clay", Advanced Materials Research, Vols. 368-373, pp. 2866-2869, 2012
Online since
October 2011
Authors
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Price
$32.00
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