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.
在一定空间区域内，由三维有限长的随机结构面及确定性结构面切割形成的所有块体的搜索问题，即全空间块体搜索问题，是裂隙岩体研究中十分重要的基础性课题。
Within a certain domain of rock mass, identification of all blocks cut by three-dimensional finite random or fixed discontinuities is a critical basic problem in jointed rock mass researches.
在一定空间区域内，由三维有限长的随机结构面及确定性结构面切割形成的所有块体的搜索问题，即全空间块体搜索问题，是裂隙岩体研究中十分重要的基础性课题。
Within a certain domain of rock mass, identification of all blocks cut by three-dimensional finite random or fixed discontinuities is a critical basic problem in jointed rock mass researches.
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