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Undrained horizontal-moment bearing capacity of caisson foundations in over-consolidated clay considering effects of gap
Marine Georesources & Geotechnology ( IF 2.0 ) Pub Date : 2019-12-31 , DOI: 10.1080/1064119x.2019.1695296
Yan Zhang 1 , Yueyue Lu 1 , Tao Liu 1, 2
Affiliation  

When a caisson foundation moves laterally, a gap between the rear side of caisson and the soil is more easily formed in over-consolidated clay. The undrained horizontal-moment bearing capacity of a...

中文翻译:

考虑间隙影响的超固结粘土沉箱基础不排水水平力矩承载力

当沉箱基础横向移动时,沉箱后侧与土壤之间的间隙更容易在过度固结的粘土中形成。不排水水平弯矩承载力...
更新日期:2019-12-31
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