Stability analysis of soil slopes stabilized by piles considering effect of soil anisotropy using upper-bound method of limit analysis

被引:0
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作者
Nian, Ting-Kai [1 ,2 ]
Luan, Mao-Tian [1 ,2 ]
Yang, Qing [1 ,2 ]
机构
[1] State Key Lab. of Coastal and Offshore Eng., Dalian Univ. of Technol., Dalian 116024, China
[2] Inst. of Geotech. Eng., School of Civil and Hydraul. Eng., Dalian Univ. of Technol., Dalian 116024, China
关键词
Mathematical programming method - Stabilizing pile against sliding - Strength reduction technique - Upper-bound limit analysis;
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页码:858 / 864
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