在数据库中大量数据的支持下，对岩土力学参数的取值方法进行了研究。
Based on the mass datum in database, the methods of choosing rock and soil mechanic parameter have been researched.
岩土力学参数的概率分布类型直接影响岩土工程可靠性分析的计算结果和精度。
The probabilistic model of rock and soil mechanics parameters affects the results and precision of reliability analysis and design.
土体剪切波速是土力学研究与岩土工程设计的关键参数之一。
The shear wave velocity in soils was the main parameter generally used in soil mechanics researches and geotechnical engineering practices.
提出了一种用于评估多参数随机变异情况下岩土力学非线性数值模拟结果可靠性的多维高效直接积分型随机分析方法。
A high efficient direct integration method is proposed for evaluating the variation effect of nonlinear numerical simulation results of geomechanics subject to multi-random parameters.
边坡设计的稳定性规划取决于理论分析方法和岩土力学性质参数选择两个方面。
There are two aspects influencing on stabilization planning, which are theoretical analysis method and selection of the mechanical property parameters of soil and rock mass.
边坡设计的稳定性规划取决于理论分析方法和岩土力学性质参数选择两个方面。
There are two aspects influencing on stabilization planning, which are theoretical analysis method and selection of the mechanical property parameters of soil and rock mass.
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