Probabilistic analysis of dual circular tunnels in rock masses considering rotated anisotropic random fields-Reference-Cited by-同舟云学术

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Probabilistic analysis of dual circular tunnels in rock masses considering rotated anisotropic random fields

Published:2024-06 Issue: Volume:170 Page:106319
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Son Nguyen Thanh,Tanapalungkorn Weeradetch,Likitlersuang Suched^ORCID

Publisher

Elsevier BV

Reference32 articles.

1. Probabilistic stability assessment using adaptive limit analysis and random fields;Ali;Acta Geotech.,2017

2. Undrained stability of a single circular tunnel in spatially variable soil subjected to surcharge loading;Ali;Comput. Geotech.,2017

3. Scale of fluctuation for spatially varying soils: estimation methods and values;Cami;ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering.,2020

4. Probabilistic analysis of seepage that considers the spatial variability of permeability for an embankment on soil foundation;Cho;Eng. Geol.,2012

5. Risk assessment in geotechnical engineering;Fenton,2008

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1. Investigation on the failure mechanism for surrounding rock in small interval tunnels using finite element limit analysis method;Engineering Failure Analysis;2024-10

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