Relating volume loss and greenfield settlement-Reference-Cited by-同舟云学术

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Relating volume loss and greenfield settlement

Published:2019-01 Issue: Volume:83 Page:145-152
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Shiau Jim,Sams Mathew

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference25 articles.

1. Subsidence above shallow tunnels in soft ground;Atkinson;J. Geotech. Eng. Div.,1977

2. Ground deformations resulting from shield tunnelling in London Clay;Attewell;Can. Geotech. J.,1974

3. Design and Performance of Excavations and Tunnels in Soft Clay;Clough,1977

4. Displacement around soft ground tunnels. General Report: Session IV, Tunnels in soil;Cording,1975

5. Analysis of subsidence over soft-ground tunnels;Ghaboussi,1978

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1. Rectangular tunnel heading stability in three dimensions and its predictive machine learning models;Journal of Rock Mechanics and Geotechnical Engineering;2024-05

2. Innovative numerical modeling for predicting soil relaxation in the design of twin circular culverts;Scientific Reports;2024-04-02

3. Greenfield settlements due to tunnelling using tunnel boring machine (TBM) in layered soils: a parametric study;Sādhanā;2024-02-15

4. Self-Tuning Inference Model for Settlement in Shield Tunneling: A Case Study of the Taipei Mass Rapid Transit System’s Songshan Line;Structural Control and Health Monitoring;2023-08-30

5. Mathematical model for approximating shield tunneling-induced surface settlement via multi-gene genetic programming;Acta Geotechnica;2023-03-15

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