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Predicting the Settlement and Long-Term Bearing Capacity of a Base of Foundation of Finite Width
Soil Mechanics and Foundation Engineering ( IF 0.8 ) Pub Date : 2021-08-12 , DOI: 10.1007/s11204-021-09727-x
Z. G. Ter-Martirosyan 1, 2 , A. Z. Ter-Martirosyan 1, 2 , N. O. Kurilin 1
Affiliation  

The article shows that if the model proposed by A. Z. Ter-Martirosyan is used to describe shear deformations in a soil medium, and the Kelvin-Voigt model is used to describe volume deformations, the calculated settlement-time dependence is nonlinear and has a double curvature. The article presents an analytical solution to the problems of predicting settlement and long-term bearing capacity of a base of foundation of finite width using the above models.



中文翻译:

有限宽度基础的沉降和长期承载力预测

文章表明,如果使用 AZ Ter-Martirosyan 提出的模型来描述土壤介质中的剪切变形,而使用 Kelvin-Voigt 模型来描述体积变形,则计算出的沉降时间依赖性是非线性的并且具有双曲率. 本文提出了使用上述模型预测有限宽度地基的沉降和长期承载力问题的解析解。

更新日期:2021-08-12
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