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。
the buried depth of saturated clay layer has great influence on the initial effective stress distribution, and consequently on the characteristics of its nonlinear consolidation.