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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...