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Nonlinear Constitutive Model of Soil-bentonite Based on Triaxial Tests along Different Stress Paths
Canadian Geotechnical Journal ( IF 3.6 ) Pub Date : 2020-07-21 , DOI: 10.1139/cgj-2020-0158
Pengcheng Ma 1 , Han Ke 2 , Xing Tong 1, 3 , Yumin Chen 2
Affiliation  

To investigate the constitutive behavior of soil-bentonite, which is commonly used as the backfill of cutoff walls, a series of triaxial tests were conducted along different stress paths. The teste...

中文翻译:

基于不同应力路径三轴试验的土-膨润土非线性本构模型

为了研究土壤-膨润土的本构行为,它通常用作防渗墙的回填土,沿着不同的应力路径进行了一系列三轴试验。睾丸...
更新日期:2020-07-21
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