复杂渗流场转异特征研究。
Research on the variation feature of complicated seepage flow field.
渗流场分析是坡稳定性计算中不可缺少的部分。
Analysis for vadose field was a indispensable part in the slope stability calculation.
另一方面，渗流场通过改变水荷载来影响应立场。
Another, the seepage field can also make influence to stress field throw changing the water load.
采用交替显隐式有限差分格式对渗流场模型进行了求解。
The finite difference scheme - ADI method is used to solve the seepage field model.
根据地下水的连续方程和变分原理建立渗流场微分方程。
Based on the continuity equation of ground water and the variation principle, the seepage differential equation can be acquired.
有效应力分析方法中依据渗流场的计算分析得到条间孔隙水压力。
Based on computation and analysis of seepage field, pore water pressure of inter-slice is defined in the effective stress method.
最后，利用边界元法计算分析了各边坡分区地下水渗流场的特点。
Finally, using boundary element method it calculates and analyzes the seepage field characteristics of the groundwater at sub-regions of the slope.
地下水渗流场和应力场的相互作用和影响称之为渗流与应力耦合。
The interaction between seepage field of groundwater and stress field is called coupling of seepage and stress.
经厂区渗流场计算分析，结果显示所采取的渗控措施有良好的效果。
By analysing the seepage field calculation, the results shown that the seepage control measure is efficient.
对于相关的气田水渗流场和地下水成因的研究具有重要的理论意义。
This research has great theoretical significance in the study of the vadose field in gas field water and the origin of groundwater.
利用该模型分析了在软土地区深基坑开挖引起地下水渗流场的变化。
During the excavation of deep foundation pit, the seepage of groundwater forms a drawdown cone around the foundation pit.
影响上游法尾矿坝安全的各种因素中，渗流场是极为重要的因素之一。
Among the factors affecting the safety of upstream method-tailing dam the seepage field is one of the most important.
通过计算水泥土挡土墙周围的渗流场，研究了墙侧水压力的变化规律。
The condition of water pressure acting on the both sides of cement-soil retaining wall is researched by computing the seepage field around the wall.
煤层开采不会造成库区水体渗漏，不会对大坝附近的渗流场产生影响。
Mining can not cause leakage of reservoir water body or affect infiltration flow field near the dam.
论述了国内外计算隧道衬砌外水压力的折减系数法和渗流场计算方法。
The paper discusses the methods of the coefficient reduction in determining tunnel lining's external water pressure in the world.
姑山铁矿为大水矿床，进行边坡稳定性分析首先要进行边坡渗流场计算。
Gushan Iron Mine is a wellknown heavy water ore deposit. The calculation of slope infiltration field was required to do first in slope stability analysis.
将土-水-气三相耦合，提出了一种确定降雨入渗后的暂态渗流场的模型。
A model for confirming this infiltration field is presented by soil, water and atmosphere three-phase coupling.
指出填料严重分层后对坝体渗流场的影响以及对坝坡渗透稳定性的不利影响。
The effects of the stratification of rockfill on the seepage field and the stability of the dam slope were highlighted.
渗流场与应力场的耦合作用在油气二次运移过程中突出地表现为应力场影响渗流场。
The coupling of seepage and stress fields is represented by the effect of stress field on seepage field during oil and gas secondary migration.
基于大坝渗透系数的识别结果，采用三维有限元法分析了大坝坝体和坝基的渗流场。
The seepage fields are studied with finite element method based on the identification results of aquifer parameters.
雨水入渗改变了岩质边坡非饱和区渗流场的分布，是引发边坡滑坡的主要因素之一。
Rainwater infiltration, one of main factors inducing rock slope to slip, changes distribution of seepage flow field in unsaturated zone of slope.
通过实例计算，分析了渗流场作用下，海水深度和覆岩厚度对隧道应力场的影响规律。
Based on the results of a practical example, the effects of sea depth and rock cover thickness on the stress fields are analyzed with the consideration of seepage fields.
综合评估了坝基渗流场的主要渗流特性、宏观渗流控制能力和局部渗流控制薄弱环节。
Based on the analyses, Several aspects are comprehensively evaluated including seepage characteristics, large-scale seepage control capability and the weakness in local seepage control.
用热流场模拟射孔完井渗流场，建立了射孔完井热流和裸眼完井热流有限元三维模型。
D finite element model for thermal fluids of perforated completion and open hole completion is developed by using thermal fluid field for simulating percolation field in perforated completion.
这个渗流场可用支持毛细水带的虹吸管束模型与饱和水带已有的流管束模型并联来描述。
The seepage field can be described by weans of the combination of the siphon tube bundle model of the sustained capillary water with flow tube bundle model of the saturated water zone.
为了进行渗流作用下的边坡稳定性分析，必须考虑渗流场与应力场之间的相互耦合作用。
To analyse the stability of soil slope under seepage, the effects of coupling between seepage and stress fields should be considered.
文章基于渗流场与应力场的耦合理论分析，进行了机械与射流破岩耦合特性的实验研究。
Based on the coupling theory analysis of the filtration and stress field, this paper introduces the experimental research on the coupling characteristic of mechanical - jetting rock cutting.
提出了围岩应力场及渗流场耦合作用的相似理论，研制了部分典型材料的固流耦合相似配比。
The resemble theory on coupling of solid and liquid was put forward, a part of type material coupling prepare proportion was made.
分析结果反映渗流场、坡角、边界条件均对围岩应力场产生影响，并从中得到一些相关结论。
The result indicates that the seepage field, slope angel, and the boundary condition is influence the stress field. And several conclusions are gained from this analysis.
工程实际应用表明，所提出的三维非承压水渗流场分析和大坝渗透系数识别方法是非常有效的。
The practical application shows that the presented study of three dimensional seepage field with free surface and the identification procedure of aquifer parameters are available.
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