Shear stress of anchoring rope (rod) of extensional force type is unevenly distributed along anchoring section. Distribution curve of the shear stress is a unimodal curve with 0 as progressive line.
拉力型锚索、锚杆之锚固段的剪应力是非均布的，剪应力分布曲线是以0为渐进线的单峰曲线。
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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