›› 2015, Vol. 36 ›› Issue (12): 3531-3540.doi: 10.16285/j.rsm.2015.12.025
• Geotechnical Engineering • Previous Articles Next Articles
ZHANG Zi-xin1, 2, LI Jia-yu1, 2, ZHOU Xiang2, LI Wen-yong3
CLC Number:
[1] | XU Zhong-hua , LI Jing , WANG Wei-dong , . Back analysis of proportional coefficient of horizontal resistance in vertical elastic subgrade beam method for deep excavations [J]. , 2014, 35(S2): 398-404. |
[2] | XU Zhong-hua,WANG Wei-dong. Selection of soil constitutive models for numerical analysis of deep excavations in close proximity to sensitive properties [J]. , 2010, 31(1): 258-264. |
[3] | JIN Ya-bing, LIU Ji-bo. Discussion on calculation method of earth pressure of earth-strip between neighbouring excavations [J]. , 2009, 30(12): 3759-3764. |
[4] | WANG Hong-yu , YANG Min . Analysis of c-φ soils failure zone of footings near excavations under ultimate load [J]. , 2007, 28(8): 1677-1681. |
[5] | HE Chang-ming,LUO Heng,LI Liang,ZOU Jin-feng. Deformation monitoring and groundwater treatment of excavations [J]. , 2006, 27(S1): 755-758. |
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