This paper stresses to introduce its application in the slope seepage analysis at the Zhijiazhuang iron mine.
文章着重介绍了该法在支家庄铁矿边坡渗流分析中的应用。
Study on the influence of seepage and stress coupling on the fractured slope stability has important guiding significance.
研究渗流与应力耦合作用对裂隙边坡稳定性的影响具有重要的工程指导意义。
The levee classification provides the method and basis for analysis of levee foundation seepage deformation, levee slope stability and segmented evaluation on levee engineering geology.
堤基结构分类为堤基渗透变形、堤坡稳定性分析和堤基工程地质分段评价提供了方法和依据。
Seepage free surface issue exists in analysis of the seepage concerning geotechnical slope, earth dam, underground cave and groundwater movement.
在岩土边坡、土坝、地下洞室及地下水运动等渗流分析中，均存在有渗流自由面问题。
Through the failure of thawing-soil slope the method for the stability evaluation of the slope with different seepage conditions is presented.
基于典型热融滑塌型斜坡失稳，针对不同的渗流条件建立了其稳定性评价方法。
Theoretical models are studied to evaluate the safety of seepage and the stability of slope for dykes.
介绍在堤防渗透和滑坡方面进行的安全评价模型的探讨工作。
This thesis takes Wudongde hydroelectric power station upstream high rockfill cofferdam as the object to study, and carries out the research on seepage and stability of slope.
本文以乌东德水电站上游高土石围堰为研究对象，从渗流和边坡稳定两方面展开研究。
The effects of the stratification of rockfill on the seepage field and the stability of the dam slope were highlighted.
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 paper brings the conception of seepage force and use finite element method to analyze rock slope stability under rainfall, based on unsaturated earth drained shear strength theory.
本文以非饱和土抗剪强度理论为基础，引入了渗透力的概念，利用有限单元法进行了降雨条件下岩质边坡稳定性的分析。
According to the result of 15 years monitoring, the deformation, seepage and stress-strain of the high slope and the navigation lock during construction and operation periods are analyzed.
根据15年的监测成果，对施工及运行期高边坡和船闸的变形、渗流和应力应变等进行分析。
Moreover, unsaturated and unstable seepage analysis for the slope is studied on the condition of rainfall.
并对降雨条件下滑坡的非饱和非稳定渗流进行了分析。
The results show that stability safety coefficient of rock slope gradually reduces with continuous rainwater seepage, and infiltration has a great effect to slope stability.
结果表明，岩体边坡的稳定安全系数随着雨水的不断渗入在逐渐地降低，降雨入渗对边坡的稳定性有很大的影响。
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.
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 influence coefficient of seepage on slope stability is calculated in a cutting slope.
计算了某工程路堑边坡稳定系数和渗流对边坡稳定性的影响系数。
Finally, using boundary element method it calculates and analyzes the seepage field characteristics of the groundwater at sub-regions of the slope.
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。
With engineering examples, the influence of seepage pressure on the stability of rock slope is mainly analyzed, as well as the anchoring reinforcement.
结合工程算例，重点分析了渗透压力作用对岩体边坡稳定性的影响以及锚杆的加固作用。
Then, you can decide the basic sizes, including those of slope, crest el, crest width, anti-seepage, drainage, protecting slope, and etc.
其次拟定坝的基本尺寸，包括坝坡、坝顶高程、坝顶宽度以及防渗体及排水设备、护坡等的尺寸，使之满足土石坝的工作要求。
The soil seepage stabilization researches are applied to analyse the internal relationships between hydraulic slope and the dikes.
分析了水力坡度与堤防渗漏破坏的有机联系，可以帮助研究人员对堤防渗漏破坏进行定量确定。
For levees on double layer foundation, adding weighting soil to the landside slope is an effective measures to prevent the foundation from seepage failure.
在双层地基河堤背水侧采用盖重土层是一种有效的防止渗透变形的措施。
Seepage in fissure is one of the most important factors in the failure of rock slope.
裂隙中的渗流是岩石边坡失稳的重要因素之一。
To analyse the stability of soil slope under seepage, the effects of coupling between seepage and stress fields should be considered.
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。
Therefore, the study on numerical simulation of groundwater transient seepage field of slope under the condition of heavy rainfall is very urgent and necessary.
因此，开展强降雨下边坡地下水暂态渗流场的数值模拟十分必要。
It shows that the abrupt decline of underground water level is the most disadvantage factor, and the effect of the seepage pressure on the stability of the Huanglashi slope has increasing tendency.
这说明地下水位突降时，其引起的渗透压力最大，且渗透力对黄腊石边坡稳定性的降低作用随时间有增大的趋势。
Rainwater infiltration, one of main factors inducing rock slope to slip, changes distribution of seepage flow field in unsaturated zone of slope.
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。
This paper is dealing with the probability method of stability analysis for soil slope under the conditions of seepage flow and seismic loading.
本文是关于土坡在有渗透水流出并经受地震荷载作用下概率方法校核稳定性的研究。
Obviously, borrowed soil sprayed on slope surface tends to slide or collapse under actions of rainwash, seepage, gravitational force, earthquake, etc.
显然，由于雨水冲刷、渗流、重力、地震等因素的影响，被喷播到边坡坡面上的客土存在力学稳定性问题。
The main engineering geological problems of the gully are slope stability, seepage stability and fluvial erosion, etc.
该沟主要工程地质问题为边坡稳定性、渗透稳定性、河流侵蚀等。
The earth-rock dam with clay core of Shenyugou dangerous reservoir in Fang County is studied, whose seepage and dam slope stability are evaluated, aiming to provide strength design with reference.
以房县深峪沟病险水库黏土心墙坝为研究对象，对其渗流稳定和坝坡稳定性进行评估，目的是为加固设计提供参考。
According to the safe slope ratio of earth-filled core wall and the seepage calculation of earth dam, a simple method to calculate the core wall thickness of earth dam is given.
文章从心墙填筑填土料的安全渗透比降为基础，结合土坝的渗流计算，得出土坝心墙厚度的简便计算方法。
According to the safe slope ratio of earth-filled core wall and the seepage calculation of earth dam, a simple method to calculate the core wall thickness of earth dam is given.
文章从心墙填筑填土料的安全渗透比降为基础，结合土坝的渗流计算，得出土坝心墙厚度的简便计算方法。
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