Shaking table tests on the liquefaction-induced uplift displacement of circular tunnel structure
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering
Reference41 articles.
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2. Analyses of the effect of seismic behavior of shallow tunnels in liquefiable grounds;Azadi;Tunnelling and underground space technology,2010
3. The uplifting behavior of shallow tunnels within the liquefiable soils under cyclic loadings;Azadi;Tunnelling and Underground Space Technology,2010
4. Numerical analysis on the seismic behavior of a large metro subway tunnel in liquefiable ground;Bao;Tunnelling and Underground Space Technology,2017
5. 6th Ishihara lecture: Simplified procedure for estimating liquefaction-induced building settlement;Bray;Soil Dynamics and Earthquake Engineering,2017
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1. Numerical analysis of seismic response of a circular tunnel-rectangular underpass system in liquefiable soil;Computers and Geotechnics;2024-10
2. Identification of anomaly of tunnel segment strain using an adaptive machine learning model;Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards;2024-08-27
3. Seismic response characteristics of shield tunnel structures in liquefiable soils;Soil Dynamics and Earthquake Engineering;2024-07
4. An Empirical Function to Predict the Liquefaction-Induced Uplift of Circular Tunnels;Transportation Infrastructure Geotechnology;2024-05-01
5. Shaking Table Test and Dynamic Response Analysis of Saturated Soil–Submarine Tunnel;Buildings;2024-04-02
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