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增大不排水抗剪强度下的承载能力

IF 1.2 4区 工程技术 Q4 ENGINEERING, GEOLOGICAL
International Journal of Physical Modelling in Geotechnics Pub Date : 2020-09-14 DOI:10.1680/JPHMG.18.00091
A. Arnold, Manuel Krähenbühl, Weiyuan Zhang, A. Askarinejad
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引用次数: 0

摘要

自然沉积、固结和饱和粘土的不排水抗剪强度通常因覆盖层压力和含水率降低而随深度增加。尽管如此,没…
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Bearing capacity under increasing undrained shear strength
The undrained shear strength of naturally deposited, consolidated and saturated clay usually increases with depth due to the overburden pressure and the decreasing water content. Nonetheless, calcu...
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来源期刊
International Journal of Physical Modelling in Geotechnics
International Journal of Physical Modelling in Geotechnics ENGINEERING, GEOLOGICAL-
CiteScore
3.60
自引率
15.80%
发文量
26
期刊介绍： International Journal of Physical Modelling in Geotechnics contains the latest research and analysis in all areas of physical modelling at any scale, including modelling at single gravity and at multiple gravities on a centrifuge, shaking table and pressure chamber testing and geoenvironmental experiments.
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