层状坝基岩体的渗流机理及其深层抗滑稳定分析

提出了对层状坝基岩体的渗流可按非连续介质模型进行分析的结论，建立了对层状坝基岩体的深层抗滑稳定进行渗流场与应力场耦合分析的数学模型及其数值方法。结果表明，所建立的模型和方法，具有对层状坝基岩体渗流的考虑更为合理，分析计算的结果更为准确等特点，对类似工程实际问题的解决具有较好的应用和参考价值。

Seepage Mechanism of Layering Rock Mass for Dam Foundation and Its Deep Sliding Stability Analysis

A conclusion of analyzing seepage of layering rock mass for dam foundation that allows to use noncontinuous medium model, is proposed. For the deep sliding stability of layering rock mass of dam foundation, a mathematical model for coupling analyzing its seepage and stress fields is established; and its numerical method is proposed also. The results show that the established model and method are more reasonable, more accurate for analyzing and considering seepage of layering rock mass of dam foundation. It has better practical and referential value for solving similar practical engineering problems.