当前位置:
X-MOL 学术
›
Int. J. Phys. Model. Geotech.
›
论文详情
Our official English website, www.x-mol.net, welcomes your feedback! (Note: you will need to create a separate account there.)
Bearing capacity under increasing undrained shear strength
International Journal of Physical Modelling in Geotechnics ( IF 1.9 ) Pub Date : 2020-09-01 , DOI: 10.1680/jphmg.18.00091 André Arnold 1 , Manuel Krähenbühl 2 , Weiyuan Zhang 3 , Amin Askarinejad 4
International Journal of Physical Modelling in Geotechnics ( IF 1.9 ) Pub Date : 2020-09-01 , DOI: 10.1680/jphmg.18.00091 André Arnold 1 , Manuel Krähenbühl 2 , Weiyuan Zhang 3 , Amin Askarinejad 4
Affiliation
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...
中文翻译:
不排水抗剪强度增加时的承载力
由于上覆压力和含水量的减少,自然沉积、固结和饱和粘土的不排水抗剪强度通常随深度增加。尽管如此,计算...
更新日期:2020-09-01
中文翻译:
不排水抗剪强度增加时的承载力
由于上覆压力和含水量的减少,自然沉积、固结和饱和粘土的不排水抗剪强度通常随深度增加。尽管如此,计算...