The Influence of Earthquake Sequence Modes on Liquefaction-Induced Uplift Response of Underground Structures with Different Burial Depths
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Publisher
Elsevier BV
Reference33 articles.
1. Damage to Daikai underground structure;H Iida;Soils And Foundations,1996
2. Soil liquefaction-induced uplift of underground structures: physical and numerical modeling;S C Chian;Journal of Geotechnical and Geoenvironmental Engineering,2014
3. Seismic responses of a large underground structure in liquefied soils by FEM numerical modelling;H Y Zhuang;Bulletin of Earthquake Engineering,2015
4. The uplift behavior of a underground structure during different degree of soil liquefaction;J L Hu;Procedia Engineering,2017
5. Nonlinear anisotropic finite element analysis of liquefiable tunnel-sand-pile interaction under seismic excitation;M Haque;Deep Underground Science and Engineering,2023
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