Ground settlement caused by perpendicularly crossing twin tunnels, a parametric study-Reference-Cited by-同舟云学术

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Ground settlement caused by perpendicularly crossing twin tunnels, a parametric study

Published:2024-04 Issue: Volume:146 Page:105657
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Islam Md Shariful,Iskander Magued

Publisher

Elsevier BV

Reference38 articles.

1. Analysis of tunneling-induced ground movements using transparent soil models;Ahmed;J. Geotech. Geoenviron. Eng.,2010

2. Evaluation of tunnel face stability by transparent soil models;Ahmed;Tunn. Undergr. Space Technol.,2012

3. Comparison of shear strength characteristics of normally consolidated clays;Bjerrum;Nor. Geotech. Inst. Publ.,1960

4. Effects of construction sequence and cover depth on crossing-tunnel interaction;Boonyarak;Can. Geotech. J.,2014

5. Three-dimensional influence zone of new tunnel excavation crossing underneath existing tunnel;Boonyarak;Jap. Geotech. Soc. Spec. Publ.,2016

Cited by 2 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. Three-Dimensional Simulation of Twin Tunnels in the Overcrossing Section of the Hangzhou Metro Line;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-08-16

2. New Method for Calculating Soil Pressure on Shallow Underground Structures in Layered Soil;Geotechnical and Geological Engineering;2024-07-02

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