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.
岩土锚固结构在我国已有数十年的应用，如何评估岩土锚固结构的耐久性尤其是腐蚀程度是目前比较关注的问题。
The ground anchored structures are widely used for almost tens years in China; and the anchored structures are vulnerable to failure by corrosion in the metal elements.
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