分析结果表明，条件模拟从三维角度更全面直观地证实了岩体壳状渗透结构的理论。
The result indicates that the conditional simulation of conductivity verifies the theory of shell permeability structure in three Dimensions.
主要介绍了岩体结构面网络三维模拟技术及其工程应用方面的研究。
The study on 3-D modeling of rock discontinuity network and its engineering application are introduced.
运用单弱面理论研究含单组结构面的板岩岩体抗压强度随结构面方位的变化情况，建立了相应的一维、三维抗压强度的变化规律。
Single discontinuity theory is used to analyze the change of rock mass strength with the discontinuity inclinations; and the relationship between them is set up to explain the compression results.
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