1) initial fissure network
初始裂隙网络
1.
A discrete numerical model of seepage flow of initial fissure network in fissured rock masses is established.
运用离散数学的图理论进行裂隙岩体裂隙网络连通性研究，建立了裂隙岩体初始裂隙网络渗流的离散数值模型。
2) initial network
初始网络
1.
This paper discussed the method of network optimization based on the intelligent dispatching mainly,and the initial network optim.
本文主要研究用于智能化调度下的公交初始网络优化模型,完成初始网络的建立并提出优化思想。
3) fracture network
裂隙网络
1.
Numerical simulation of grouting in space fracture network of rock mass;
空间岩体裂隙网络灌浆数值模拟研究
2.
3-D seepage flow model for discrete fracture network and verification experiment;
三维离散裂隙网络渗流模型与实验模拟
3.
Analysis of nonlinear seepage through fracture network in rock mass;
岩体裂隙网络非线性渗流分析
4) Fissure network
裂隙网络
1.
Based on the discrete numerical model of seepage flow of initial fissure network, a new numerical analysis method, rigid-body element method, is used to carry out the coupling analysis of seepage flow field of fissure network and the stress field in fissured rock masses.
基于裂隙岩体初始裂隙网络渗流的离散数值模型，首次采用新的数值方法——刚体元方法进行裂隙岩体裂隙网络渗流场─—应力场耦合分析，既避免了经典渗流理论不考虑介质应力的不足，又克服了工程岩体稳定性分析中简单考虑水渗流作用的缺陷。
2.
Based on the principle of isotope tracer in single well, and combing with well-theory of seepage flow, a mathematic model of two-dimension fissure network is proposed in the paper.
在应用单孔同位素示踪原理的基础上 ,结合地下水渗流井流理论 ,建立了二维裂隙网络的渗流计算模型。
5) joint network
裂隙网络
1.
Analysis of joint network simulation method and REV scale;
裂隙网络模拟与REV尺度研究
2.
Using experimental results of little scale,associated with joint networks,then u- tilizing sophisticated static equivalence of anisotropic deformation parameters in a large scale become an effective met.
在进行动力计算时,如何获取节理岩体的动力变形参数是一个比较困难的问题,利用小尺度试件的试验成果,结合岩体裂隙网络,利用静力等效原理确定大尺度下岩体的各向异性变形参数,不仅适用于静力工况,对于动力参数也有较好的效果。
6) fractured network
裂隙网络
1.
Numerical analysis of the steady seepage field in fractured network rock mass considering the effect of temperature;
考虑温度影响的岩体裂隙网络稳定渗流场数值分析
2.
Numerical analyzing method of non continuum seepage in fractured network in combining with the method of engineering geology survey is used to analyze the seepage in the network of fractured rock mass around the Shibianyu water supply holes.
利用非连续介质裂隙网络渗流数值分析方法结合工程地质勘察方法 ,对石砭峪供水洞进行裂隙网络渗流分析。
3.
According to the experiment studies of saturated-unsaturated flow in a single fracture, the ex-periment relatlonships of saturation to pressure head and saturated-unsaturated hydraulic conductivity to pres-sure head of fractured rock masses are established Subsequently, the saturated-unsaturated seepage flow mod-el of 3-dimensional fractured network under rainfall is built.
根据单裂隙饱和-非饱和渗流实验结果，确立了裂隙岩体渗流时饱和度与负压及饱和-非饱和渗透系数与负压之间的实验关系式，进而建立了有暴雨入渗下三维裂隙网络饱和-非饱和渗流数学模型，针对龙滩水电站左岸蠕变体边坡进行了不同工况下的渗流与稳定性分析，并相应给出了其高边坡工程安全施工建议措施。
补充资料：冰川大裂隙
冰川大裂隙
一;分广、、·;，兮}‘一，;月长之fJ…砂劝 程形摄
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
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