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1)  level 3 equivalent continuum
三级等效连续介质体系
1.
The level 1 is real fracture network, the level 2 random fracture network, the level 3 equivalent continuum and the level 4 continuum.
将岩体中的各种裂隙和孔隙按规模和渗透性分为四级处理 ,即一级真实裂隙网络、二级随机裂隙网络、三级等效连续介质体系、四级连续介质体系。
2)  level 4 continuum
四级连续介质体系
1.
The level 1 is real fracture network, the level 2 random fracture network, the level 3 equivalent continuum and the level 4 continuum.
将岩体中的各种裂隙和孔隙按规模和渗透性分为四级处理 ,即一级真实裂隙网络、二级随机裂隙网络、三级等效连续介质体系、四级连续介质体系。
3)  equivalent continuum model
等效连续介质
1.
The method for assessment of the hydromechanically equivalent continuum model for fractured rock masses is developed.
初步建立了裂隙岩体水力等效连续介质是否存在的二维判别方法。
2.
Based on mechanical principles and the relevant equivalent conventions, some fundamentalquantities were evaluated in hydromechanically equivalent continuum model for fractured rock masses.
总结了裂隙岩体水力等效连续介质中一些物理量的定义。
4)  equivalent continuum
等效连续介质
1.
To analyse the coupled stress and fluid flow,a fissurecl rock mass is treated as an equivalent continuum,whose seepage function is described with hydraulic conductivity tensor Fand mechanic functim, with stress tensor.
本文把裂隙岩体看作等效连续介质,用渗透系数张量描述岩体的渗透性能;用应力张量描述岩体的力学性能。
5)  hyper-equivalent continuous model
超等效连续介质模型
6)  equivalent continuum model
等效连续介质模型
1.
During the analysis on the seepage field of fractured rock mass by using the equivalent continuum model, the coefficients of permeability obtained from the pump-in test and the field survey of rock mass structural faces are compared synthetically.
在运用等效连续介质模型分析了裂隙岩体渗流场时,综合考虑并比较了单孔压水 试验和节理裂隙统计取得的渗透系数,获得了能较好反映原位地质环境的修正渗透张量。
补充资料:等效声级
      见噪声的主观评价。
  

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