不液化层对浅基础承载力和沉降的影响

IF 1.2 4区工程技术 Q4 ENGINEERING, GEOLOGICAL

International Journal of Physical Modelling in Geotechnics Pub Date : 2020-03-16 DOI:10.1680/jphmg.19.00016

Sasan Ghadimi Garmjani, Alireza Kardani Moghaddam, P. Maleki, Y. Jafarian

引用次数: 0

摘要

地震激励下的液化是结构损伤的最重要原因之一。饱和松散砂沉积物中的这种现象增加了水压，降低了。。。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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Effect of non-liquefiable layer on bearing capacity and settlement of shallow foundations

Liquefaction during earthquake excitations is one of the most important causes of damage imposed on structures. This phenomenon in saturated loose sand deposits increases water pressure and reduces...

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来源期刊

International Journal of Physical Modelling in Geotechnics ENGINEERING, GEOLOGICAL-

CiteScore

3.60

自引率

15.80%

发文量

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.