Analysis of ground surface settlement induced by the construction of a large-diameter shield-driven tunnel in Shanghai, China-Reference-Cited by-同舟云学术

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Analysis of ground surface settlement induced by the construction of a large-diameter shield-driven tunnel in Shanghai, China

Published:2016-01 Issue: Volume:51 Page:120-132
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Xie Xiongyao,Yang Yubing,Ji Mei

Funder

National Basic Research Program of China

National Natural Science Founds of China

Shanghai Science and Technology Development Funds

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference46 articles.

1. Field measurements of grout pressures during tunnelling of the Sophia Rail Tunnel;Bezuijen;Soil Found.,2004

2. Shield Construction Technique;Chen,2009

3. Applicability of the principle of superposition in estimating ground surface settlement of twin- and quadruple-tube tunnels;Chen;Tunn. Undergr. Space Technol.,2012

4. Design and performance of excavations and tunnels in soft clay;Clough,1981

5. Movements caused by the excavation of tunnels using face pressurized shields – analysis of monitoring and numerical modelling results;Dias;Eng. Geol.,2013

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1. Soil-carrying effect induced by super-large-diameter shallow-buried shield tunneling and treatment measures: A case study in Zhuhai, China;Tunnelling and Underground Space Technology;2024-11

2. Optimization of pre-grouting construction and evaluation of grouting effect in a deeply buried silt-filled shield tunnel;Tunnelling and Underground Space Technology;2024-10

3. Parameter estimation of grouting pressure and surface subsidence on the reliability of shield tunnel excavation under incomplete probability information;Computers and Geotechnics;2024-09

4. Evaluation Method of the Impact of Twin Shield Tunneling Construction on Elevated Bridges: Case Study;Symmetry;2024-08-27

5. Analysis of the evolution patterns for tunnel structures based on a data-driven method;Structures;2024-07

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