Undrained Cavity-Contraction Analysis for Prediction of Soil Behavior around Tunnels-Reference-Cited by-同舟云学术

Undrained Cavity-Contraction Analysis for Prediction of Soil Behavior around Tunnels

Published:2017-05 Issue:5 Volume:17 Page:04016121
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Mo Pin-Qiang¹,Yu Hai-Sui²

Affiliation:

1. Assistant Research Scientist, State Key Laboratory for GeoMechanics and Deep Underground Engineering, China Univ. of Mining & Technology, Xuzhou 221116, China (corresponding author).

2. Professor, School of Civil Engineering, Univ. of Leeds, Leeds LS2 9JT, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000816

Reference18 articles.

1. A state parameter for sands

2. Exact undrained elasto-plastic solution for cylindrical cavity expansion in modified Cam Clay soil

3. UNDRAINED CAVITY EXPANSIONS IN CRITICAL STATE SOILS

4. Patterns of soil deformations around tunnels. Application to the extension of Madrid Metro

Cited by 53 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Sustainable tunnel design: concepts and examples of reducing greenhouse gas emissions through basic engineering assumptions;Tunnelling and Underground Space Technology;2024-10

2. Drained cavity expansion analysis with a unified hardening (UH) model for clays and sands;2024-04-19

3. Stability analysis of energy dissipation mechanisms in rocks surrounding circular opening;Applied Mathematical Modelling;2024-03

4. Elastoplastic solution for cylindrical cavity contraction in unsaturated soils;Géotechnique Letters;2024-01-01

5. Analytical method for new tunnel crossing pile foundation of existing bridge: a case study;Proceedings of the Institution of Civil Engineers - Geotechnical Engineering;2023-12-01