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Frontiers of Structural and Civil Engineering >> 2014, Volume 8, Issue 3 doi: 10.1007/s11709-014-0260-z
Stability analysis of a high loess slope reinforced by the combination system of soil nails and stabilization piles
Department of Geological Engineering, Southwest Jiaotong University, Chengdu 610031, China
Abstract
Keywords
high loess slope ; CSNSP ; PLAXIS ; phi/c strength reduction method ; Sweden circular slip surface
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