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Analysis on Ultimate Bearing Capacity of Ground Foundation Adjacent to Slope Based on Bilateral Asymmetry Failure Mode
[1]Jiang Yang,Guo Jiankun,Wang Xiaomou,et al.Analysis on Ultimate Bearing Capacity of Ground Foundation Adjacent to Slope Based on Bilateral Asymmetry Failure Mode[J].Journal of Zhengzhou University (Engineering Science),2019,40(03):85-91.[doi:10.13705/j.issn.1671-6833.2018.06.016]
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Last Update: 2019-04-16
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