total stress failure envelope 总应力破坏包线
effective stress failure envelope 有效应力破坏包线
parabolic failure envelope 抛物线型强度包络线
Mohr failure envelope 莫尔包络线
hyperbolic failure envelope 双曲线型强度包络线
last ply failure envelope 层合板最终失效包线
peak failure envelope 峰值破坏包络线
shear failure envelope 剪切破坏面
uniaxial failure envelope 单轴破坏包线
At the same time, the shear strength contributed from matrix suction was analyzed, and the differences between the linear failure envelope with the nonlinear failure envelope were compared.
同时针对吸力对非饱和土强度的贡献进行了分析，利用试验成果对强度包线的线性和非线性进行了比较。
For cantilevered anti-slide pile, displacement of pile increase continuously with time, the topper displacement is max. The failure envelope is nearby design failure surface when load achieve extreme.
对悬臂式抗滑桩，桩身位移随时间的延长不断增大，桩顶位移最大，加载至桩破坏时，其破坏面在拟滑面附近；
The liquefaction front, originating from the envelope of initial effective stress points, gradually approaches the failure line as the cyclic mobility proceeds as a function of plastic shear work.
液化面作为累积剪切功的函数，从初始应力点的包络线开始，随着循环活动性的进行，逐渐接近破坏线。
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