Calibration and validation of a sand model considering the effects of wave-induced principal stress axes rotation
Author:
Publisher
Springer Science and Business Media LLC
Subject
Aquatic Science,Oceanography
Link
http://link.springer.com/content/pdf/10.1007/s13131-015-0655-2.pdf
Reference33 articles.
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3. Dewoolkar M M, Chan A H C, Ko H–Y, et al. 2009. Finite element simulations of seismic effects on retaining walls with liquefiable backfills. International Journal for Numerical and Analytical Methods in Geomechanics, 33(6): 791–816
4. Dunn S L, Vun P L, Chan A H C, et al. 2006. Numerical modeling of wave-induced liquefaction around pipelines. Journal of Waterway, Port, Coastal, and Ocean Engineering, 132(4): 276–288
5. Gräbe P J, Clayton C R I. 2014. Effects of principal stress rotation on resilient behavior in rail track foundations. Journal of Geotechnical and Geoenvironmental Engineering, 140(2): 04013010, doi: 10.1061/(ASCE)GT.1943-5606.0001023
Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Dynamic characteristics of a sandy seabed under storm wave loading considering the effect of principal stress rotation;Engineering Geology;2019-09
2. Effects of Principal Stress Rotation on the Fluid-Induced Soil Response in a Porous Seabed;Journal of Marine Science and Engineering;2019-04-28
3. Effects of principal stress rotation on wave-induced soil response in a poro-elastoplastic sandy seabed;Acta Geotechnica;2019-04-27
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