利用抗剪强度折减法（shear strength reduction technique），Dawson和Roth以及Zettle等，对岩 质边坡和土坡的均质模型进行安全度计算。
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Combining the shear strength reduction technique and the correlation formulae between strength parameters under plane strain state and triaxial compression state, the elasto-plastic FEM based on the shear strength reduction technique is developed to stability analysis of slopes.
2.利用推导出的平面应变状态与三轴压缩状态下强度参数之间的转换关系式,结合抗剪强度折减技术,发展土工稳定问题的强度折减弹塑性有限元数值分析方法,并编制相应的计算程序,进行边坡稳定的有限元数值分析。
参考来源 - 平面应变条件下强度折减弹塑性有限元法及其应用·2,447,543篇论文数据，部分数据来源于NoteExpress
The stability of slope is studied by a shear strength reduction technique.
通过一种强度折减技术探讨了土钉支护的稳定性。
Compared that shear strength reduction technique which can only getting the overall safety factor of slope, Zone safety factors reflect various parts of slope stability.
相比强度折减法只能得到边坡的整体安全系数而言，单元安全系数能够反映边坡每个部位的稳定程度。
Finally, the shear strength reduction technique is used to analyze the seismic stability of Nuo Zhadu core wall type rockfill Dam and Chang Heba core wall type rockfill Dam in FEM.
最后，采用有限元强度折减技术分析了糯扎渡心墙堆石坝及长河坝心墙堆石坝上下游坝坡的抗震稳定性。
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