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Threshold of Saturation Degree of Unsaturated Sand to Cause Liquefaction Considering the Sample Volumetric Strain: Modelization and Experimental Laboratory Investigation
Journal of Earthquake Engineering ( IF 2.5 ) Pub Date : 2024-10-21 , DOI: 10.1080/13632469.2024.2415083 K. H. Tran, Y. Shamas, W. Huang, S. Imanzadeh, S. Taibi, J. M. Fleureau, M. Hattab, H. Souli, E. Rivoalen
Journal of Earthquake Engineering ( IF 2.5 ) Pub Date : 2024-10-21 , DOI: 10.1080/13632469.2024.2415083 K. H. Tran, Y. Shamas, W. Huang, S. Imanzadeh, S. Taibi, J. M. Fleureau, M. Hattab, H. Souli, E. Rivoalen
This paper aims to determine a non-liquefiable domain corresponding to the threshold of saturation degree where liquefaction does not occur under cyclic loading. To determine this threshold, sample...
中文翻译：
考虑样品体积应变的不饱和砂导致液化的阈值：建模和实验实验室调查
本文旨在确定对应于饱和度阈值的不可液化结构域，其中在循环载荷下不会发生液化。要确定此阈值，请抽样...
更新日期：2024-10-21
中文翻译：
考虑样品体积应变的不饱和砂导致液化的阈值：建模和实验实验室调查
本文旨在确定对应于饱和度阈值的不可液化结构域，其中在循环载荷下不会发生液化。要确定此阈值，请抽样...
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