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Effect of non-liquefiable layer on bearing capacity and settlement of shallow foundations
International Journal of Physical Modelling in Geotechnics ( IF 1.2 ) Pub Date : 2020-03-16 , DOI: 10.1680/jphmg.19.00016 Sasan Ghadimi Garmjani 1 , Alireza Kardani Moghaddam 2 , Peyman Maleki 3 , Yaser Jafarian 4
International Journal of Physical Modelling in Geotechnics ( IF 1.2 ) Pub Date : 2020-03-16 , DOI: 10.1680/jphmg.19.00016 Sasan Ghadimi Garmjani 1 , Alireza Kardani Moghaddam 2 , Peyman Maleki 3 , Yaser Jafarian 4
Affiliation
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...
中文翻译：
非液化层对浅地基承载力和沉降的影响
地震激发期间的液化是造成结构损坏的最重要原因之一。饱和松散砂沉积物中的这种现象会增加水压并减少...
更新日期：2020-03-16
中文翻译：
非液化层对浅地基承载力和沉降的影响
地震激发期间的液化是造成结构损坏的最重要原因之一。饱和松散砂沉积物中的这种现象会增加水压并减少...
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