Resist Liquefaction of Subsoil of Metro and Improvement of Segments of Shield Tunneling-Reference-Cited by-同舟云学术

Resist Liquefaction of Subsoil of Metro and Improvement of Segments of Shield Tunneling

Published:2012-11 Issue: Volume:588-589 Page:1979-1982
ISSN:1662-8985
Container-title:Advanced Materials Research
language:
Short-container-title:AMR

Author:

Chen Wen Hua¹,Song Qi¹,Li Meng¹

Affiliation:

1. Beijing Jiaotong University

Abstract

Nanjing’s metro is studied as a example to introduce resist liquefaction method in this paper. Dynamic diffuse theory of structure is supposed to evaluate the width and depth of foundation treatment to resist the seismic liquefaction to think of metro structure, liquefied soil layers and different liquefaction-index. High pressure jet grouting method is researched as shield machine construction through foundations of buildings or ancient wall. An improved segments of shield tunneling method is suggest to ensure the resist liquefaction method to success.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Link

https://www.scientific.net/AMR.588-589.1979.pdf

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