Active length of a continuous pipe or tunnel subjected to reverse faulting
Authors:
- Chaofan YaoCYChaofan Yao
- Chuan HeCHChuan He
- Jiro TakemuraJTJiro Takemura
- Kun FengKFKun Feng
- Deping GuoDGDeping Guo
- Xing HuangXHXing Huang
- 1 September 2021
- journal article
- research article
- Published by Elsevier in Soil Dynamics and Earthquake Engineering
- Vol. 148
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China-Yunnan Joint Fund (51878569, 2019M663901XB)
- National Natural Science Foundation of China (51878569, 2019M663901XB)
- China Postdoctoral Science Foundation (51878569, 2019M663901XB)
- Postdoctoral Research Foundation of China (51878569, 2019M663901XB)
This publication has 37 references indexed in Scilit:
- Influence of the fault zone in shallow tunneling: A case study of Izmir Metro TunnelTunnelling and Underground Space Technology, 2013
- Centrifuge modeling of buried continuous pipelines subjected to reverse faultingCanadian Geotechnical Journal, 2012
- Analysis of buried pipelines subjected to reverse fault motionSoil Dynamics and Earthquake Engineering, 2011
- Analysis of cut-and-cover tunnels against large tectonic deformationBulletin of Earthquake Engineering, 2009
- Factors influencing the behavior of buried pipelines subjected to earthquake faultingSoil Dynamics and Earthquake Engineering, 2009
- Centrifuge Modeling of Earthquake Effects on Buried High-Density Polyethylene (HDPE) Pipelines Crossing Fault ZonesJournal of Geotechnical and Geoenvironmental Engineering, 2008
- Behaviour of deep immersed tunnel under combined normal fault rupture deformation and subsequent seismic shakingBulletin of Earthquake Engineering, 2007
- Assessment of damage in mountain tunnels due to the Taiwan Chi-Chi EarthquakeTunnelling and Underground Space Technology, 2001
- Uplift of Sewer Pipes Caused by Earthquake-Induced Liquefaction of Surrounding SoilSoils and Foundations, 1998
- Strength and Deformation Characteristics of Sand in Plane Strain Compression at Extremely Low PressuresSoils and Foundations, 1986