Determination of minimum overburden depth for underwater shield tunnel in sands: Comparison between circular and rectangular tunnels
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology
Reference35 articles.
1. Development of a prototype for modelling soil–pipe interaction and its application for predicting uplift resistance to buried pipe movements in sand;Ansari;Can. Geotech. J.,2018
2. The strength and dilatancy of sands;Bolton;Geotechnique,1986
3. Uplift mechanisms of pipes buried in sand;Cheuk;J. Geotech. Geoenviron. Eng.,2008
4. The minimum buried depth of shield tunnel considering the erosion of yellow river;Dai;Chin. J. Rock Mech. Eng.,2015
5. Slope stability analysis by strength reduction;Dawson;Geotechnique,1999
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