seepage force

Calculation of groundwater seepage force and stability analysis of slopes

斜坡地下水渗透力计算与稳定性分析

Calculation of dewatering depth of confined water under foundation pits by use of submerged weight of overburden soil and seepage force

用覆盖层土的浮重与渗透力计算基坑下承压水降深

Face stability analysis of tunnels with consideration of seepage force

渗透力对隧道开挖面稳定性影响分析

Finite element stability analysis of rockfill slopes under the action of seepage force

水流作用下堆石边坡的稳定分析方法

Mechanism of combined action of seepage force and surface pressure difference in vacuum-preloading method

真空预压法中渗流体力和压差面力联合作用机理浅析

On Affinity and Seepage Force of Ideological and political work at colleges and Universities

论高校思想政治工作亲和力、渗透力

Analysis of Foundation Pit Quicksand Considering Seepage Force On Sand

考虑渗流力的基坑涌砂分析

3-Dimensional Boundary Element Analysis of Seepage Force in Anisotropic Rock Mass of Dam Foundation

坝基各向异性岩体内渗透力的三维边界元分析

Modification of Terzaghi 's one-dimensional consolidation theory by considering seepage force

考虑渗流力时对太沙基一维固结理论的修正

Wave-induced seepage force on two piers resting on porous elastic seabed

双墩柱波浪渗流力

Static Balance Method of Slide Body for Resistant Heave Stability on Deep Excavations Considering Seepage Force

采用滑动体整体静力平衡法分析深基坑的稳定性

The affinity and seepage force of ideological and political work will affect its vitality and success .

思政工作的亲和力、渗透力关系思政工作的活力和成败。

Meanwhile distributive laws of seepage force caused by every grade of water decreasing are still educed .

同时也得出了每级降水引起的渗流力分布规律。

According to seepage force theory and similarity laws , the resultant hydrodynamic force was obtained by concentrated loading .

根据渗透理论和相似理论，解算水位骤降时模型条件下的动水压力合力矢量，采用施加集中力的方法模拟动水压力；

In this paper , checking method of resistant heave stability for deep excavations considering seepage force of groundwater is studied .

对地下水渗透动水力条件下的深基坑抗隆起稳定验算的方法进行了研究。

Coupling Analysis holds that deformation of bank slope is due to the interaction of increment seepage force and increment uplift force .

耦合分析认为：山体变形是增量渗透力和增量浮托力共同作用于岸坡的结果；

According to the formula of the seepage force , it can be deduced that the seepage force only lies on the hydraulic gradient .

由渗透力的推导公式可知：单位面积的渗透力只与渗透坡降（水力梯度）有关。

The premise to improve the affinity and seepage force of ideological and political work is the object of the college students ' all - round development .

提高高校思政工作亲和力、渗透力的前提是对大学生全面发展的目标定位；

The overall stability under the coupling force of dead-weight , wave force and seepage force is analyzed by the shear strength reduction with FEM .

并采用强度折减有限元法分析了海堤在自重、波浪力和渗透力耦合作用下的整体稳定性。

By the analysis of the results , the conclusion is that the suction force is the main reason contributed for the soil plug as well as the seepage force .

通过分析可以发现负压吸力和渗流力是造成土塞现象的重要原因。

But the settlement is mainly induced by the changes of earth mass weight , and the radial deformation is mainly induced by the changes of radial seepage force .

而且，沉降主要是由土自重的变化引起的，径向变形主要是由渗透力的径向分量的变化引起的。

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。

The downslide force can be increased with the seepage force in slope mass as the seepage , which has a bad effect on the stability of slope .

渗流作用下坡体内渗透力产生的同时也会导致下滑力增加，对边坡稳定性造成负面影响。

According to the principle of seepage force , equation for stability of earth slope under seepage condition is established , and reasonableness of the method is verified by engineering example .

根据渗流力作用原理，建立起渗流作用下土坡稳定性的求解方程，并结合工程实例验证了该法的合理性，为边坡工程的稳定性分析提供参考。

The influences of seepage force on foundation pit quicksand are analyzed herein based on the features of groundwater seepage around the water tight screen in the pit .

本文根据基坑防渗帷幕周围的地下水渗流特征，分析了渗流力对基坑流砂的影响，提出了按涌砂安全系数进行防渗帷幕埋入深度计算的方法。

Furthermore , the distribution of the seepage force and the seepage gradient in the sandy seabed close to the pipeline is obtained by solving the seepage flow equation numerically .

在管道绕流流场分析的基础上，通过对土体渗流方程的求解，得到了管道周围砂质海床内的渗流场以及渗流水力梯度场的分布情况。

When GPDS developed in DCS , the permeability of soil mass would become dramatically larger , and the seepage force of groundwater and pore water pressure on sliding surface would reduce ;

管道排泄系统的存在使边坡具有良好的渗透性，能有效减小坡体中的渗透力和潜在滑面的孔隙水压力；

The results show that the development and dissipation of dynamic pore water pressure are coinstantaneous , which makes the plus and minus pore water pressure and seepage force both alternate with time .

动孔隙水压力随车速的增大而增大，而且由于水压力的存在路面弯沉和面层内的有效应力减小了，但水对沥青膜的乳化和置换作用加强了。

The influence of two-way different elastic modulus and poisson 's ratio changes on displacement , the action of shear strength parameter and seepage force on layer stability sliding are discussed via theory research and analysis case .

基于实例分析和理论研究，探讨了双向异弹性模量和异泊松比对坝体位移的作用，分析了层面抗剪断特性及层面渗流对层面影响带稳定性的影响。

Terzaghi 's one-dimensional consolidation theory is modified by considering seepage force , the consolidation equations under both upward and downward seepage are derived and the distribution of the seepage stress during consolidation is also analyzed .

考虑渗流力的作用，对太沙基一维固结理论进行了修正，给出了向上及向下渗流时固结度的表达式，并分析了固结过程中渗流应力的变化规律。