Active length of a continuous pipe or tunnel subjected to reverse faulting-Reference-Cited by-同舟云学术

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Active length of a continuous pipe or tunnel subjected to reverse faulting

Published:2021-09 Issue: Volume:148 Page:106825
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Yao Chaofan,He Chuan,Takemura Jiro,Feng Kun,Guo Deping,Huang Xing

Funder

National Natural Science Foundation of China-Yunnan Joint Fund

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Postdoctoral Research Foundation of China

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference47 articles.

1. Uplift of sewer pipes caused by earthquake-induced liquefaction of surrounding soil;Koseki;Soils Found,1998

2. Assessment of damage in mountain tunnels due to the taiwan chi-chi earthquake;Wang;Tunn Undergr Space Technol,2001

3. Influence of the fault zone in shallow tunneling: a case study of izmir metro tunnel;Kun;Tunn Undergr Space Technol,2013

4. A review of seismic damage of mountain tunnels and probable failure mechanisms;Roy;Geotech Geol Eng,2016

5. Pipelines subjected to fault movement in dry and unsaturated soils;Robert;Int J GeoMech,2016

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1. A Novel Semi-Analytical Method for Longitudinal Mechanical Analysis of Tunnels Crossing Active Faults;KSCE Journal of Civil Engineering;2024-08-14

2. Analytical solution for evaluating the effects of buried fault dislocation on segmental tunnel considering the plastic yield behavior of circumferential joints;Alexandria Engineering Journal;2024-06

3. Semi-analytical solution for mechanical analysis of tunnels crossing strike-slip fault zone considering nonuniform fault displacement and uncertain fault plane position;Journal of Central South University;2024-06

4. Deformations and damages of tunnels subjected to strike-slip faulting: Effects of tectonic stress and cross-sectional shape;Engineering Failure Analysis;2024-06

5. Analysis of mechanical response and failure characteristics of tunnels crossing active faults considering axial force and geometrical nonlinearity;Structures;2024-06

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