Código QR (código de barras bidimensional)

A calculation method for the bearing capacity of saturated soil under undrained conditions

With regard to undrained analysis of saturated clay foundation for its ultimate bearing capacity under rapid loading, this study has proposed the calculation of the unconsolidated-undrained (UU) strength instead of employing the consolidated-undrained (CU) strength parameters directly due to overest...

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書目詳細資料
Principais autores: SONG Er-xiang, FU Hao, LI Xian-jie
格式: Artigo
語言:Inglês
出版: SCIENCE PRESS , 16 DONGHUANGCHENGGEN NORTH ST, BEIJING, PEOPLES R CHINA, 100717 2021-11-01
叢編:Rock and Soil Mechanics
主題:
在線閱讀:http://rocksoilmech.whrsm.ac.cn/EN/10.16285/j.rsm.2021.5725
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