本文在评价了现有非饱和土有效应力参数确定方法的基础上，提出了一种新的求解方法。
Based on the assessment of existing methods for determining the effective stress parameters of unsaturated soil, a new method is proposed.
采用著名的加权剩余值法和等参数有限单元法，对坝体进行非线性静力分析和非线性有效应力动力分析。
Using the well-known weighted residual method and finite element procedure, a nonlinear static analysis parallel with effective stress dynamic analysis has been made.
结合测井资料数据和有效应力原理，确定出符合基于岩石力学参数的地层孔隙压力模型。
Combination of logging information and data, the method was identified which was in line with the use of rock mechanics parameters to strike a formation pressure.
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