But the designing and computing theory of anti-slide pile is not perfect.
但抗滑桩设计计算理论还不成熟。
The mechanical analysis is made on anti-slide pile with a new model of finite difference method.
通过抗滑桩结构的力学分析，建立了抗滑桩结构的有限差分模型。
A new anti-slide pile optimization method is presented based on the conventional residual thrust method.
基于传统剩余推力法，提出了新的抗滑桩优化方法。
The method of strength reduction is used widely in solving the anti-slide safety coefficient of the base of dam.
强度折减方法是目前求解坝基抗滑稳定安全系数的常用方法。
The failure of anti-slide pile in earthquake is one important factor that aggravates the harm of mountain hazards.
最后，通过算例表明震时抗滑桩失效是在特定方向和大小的地震荷载反复作用下损伤间断性累积的结果。
It is quite important how to determine rationally design landslide push-force to optimizing design of anti-slide pile.
如何合理的确定设计滑坡推力对于抗滑桩的优化设计是十分重要的。
The ground coefficient method is commonly used for internal force calculation for anti-slide piles and anchor caverns.
工程中常用的抗滑桩和锚固洞的内力计算方法多为地基系数法。
This paper chiefly introduces the anti-slide and reinforcing design of slide body using anchor concrete anti-slide pier.
本文着重介绍了采用锚杆混凝土抗滑墩对滑体进行抗滑加固的设计。
The article has some reference value for design anti-slide piles and researching various similar structures' design methods.
本文对于抗滑桩的设计以及研究其它各种类似结构物的设计具有一定的参考价值。
At present, the study on the countermeasure of landslide has owned great achievements, and anti-slide pile has been widely used.
目前关于滑坡防治措施的研究已取得了很大成就，其中抗滑桩的应用最为广泛。
As an effective measure in landslide treatment in engineering, anti-slide pile plays a significant role in world landslide control.
抗滑桩作为治理滑坡的有效工程措施，在世界各国滑坡治理中占有重要的地位。
According to the test condition when slide mass is sandy clay, the authors study the deformation of anti-slide pile and soil resistance.
本文用有限元法模拟滑体为砂粘土的模型试验条件，对抗滑桩的变形及土体抗力进行分析。
The thesis puts forward the pile-top displacement control method, and it can account the least force of the anchor wire on anti-slide pile.
本文提出了锚拉抗滑桩锚拉力计算的桩顶位移控制法，计算控制桩顶位移所需的最小锚拉力。
Imitate statics method can not fit for all the gangue-dam anti-slide stability analysis, even though more windage may appear in the result.
拟静力法并非适合于所有的尾矿堆积坝抗震稳定性分析，即便采用其所得结果也可能会出现较大偏差。
The horizontal lateral displacement of reinforced concrete or rail anti-slide piles is measured by setting up borehole incline-tube in pile.
通过在大截面钢筋混凝土和钢轨抗滑桩身埋设钻孔测斜管，监测得二类抗滑桩的水平侧向位移。
It analyses the slope stability in the state of natural condition with the residual thrust method and new anti-slide pile optimization method.
采用剩余推力法和新的抗滑桩优化方对该滑坡体天然状态工况进行了稳定分析。
From the view of engineering, the program can successfully accomplish the stability analysis of the slope and the design of the anti-slide pile.
从工程的角度看该程序可以较圆满的完成土坡稳定性分析和抗滑桩的计算设计任务。
At present anti-slide piles have been widely used in slope of reservoir banks, such as the governanace of slopes in Three Gorges Reservoir area.
目前抗滑桩己被广泛地应用于水库岸坡，如三峡库区内的岸坡的治理工程中。
By adopting limiting equilibrium theory and transport coefficient method, landslide pushing force and residual anti-slide force before pile are calculated.
利用极限平衡理论，采用传递系数法，计算膨胀土滑坡推力和桩前剩余抗滑力。
Second, durability model test for cantilevered and prestressed anchor anti-slide pile are took up, all model piles are affected under acid-stress coupling.
第二、进行了悬臂式抗滑桩和预应力锚拉桩在酸-应力耦合条件下的耐久性模型试验。
From the view of engineering, the program can successfully accomplish the calculation of the landslide thrust and the design calculation of the anti-slide pile.
从工程的角度看，该程序可以较圆满的完成滑坡推力计算和抗滑桩的设计计算任务。
As a efficient engineering measure of landslide treatment, anti-slide pile is a very important measure in the measures of landslide treatment all over the world.
抗滑桩作为治理滑坡的有效工程措施之一，在世界各国滑坡治理中占有重要地位。
The anti-slide reliability is reduced when the positive correlation among the friction coefficient between fill and ground and the friction angle of fill is applied.
忽略填土与基底的摩擦系数和填土内摩擦角之间的互相关性，则加筋土挡墙的抗滑验算偏于危险；
The results show that the distribution of internal force of embeded anti-slide pile is relatively reasonable, and the length of anchorage section is properly shorten.
比较结果表明埋入式抗滑桩内力分布合理，锚固段可适当减短。
The prestressed anchor cable is to exert prestressed tension on unstable rock mass or structure to improve anti-slide capacity and structural stress of unstable rock mass.
预应力锚索是针对可能不稳定的岩体或建筑物基础施加预应张力，以提高不稳定体的抗滑能力和结构力。
Piles with various diameters and soil parameters are adopted in analyses; and the influences of these factors on the ultimate resistance of anti-slide pile are investigated.
对不同桩径及不同土体力学参数情况下的桩极限阻力进行了分析，研究了桩径及土体参数等因素对桩极限阻力的影响。
The maximum force, coefficient of anti-rolling and coefficient of anti-slide subjected to wave and current were calculated according to the hydrodynamics of wave and current.
t根据波流动力学理论对此礁体在实际投放海域所受到的最大作用力、抗漂移系数以及抗倾覆系数等进行了计算。
The results show that the big and middle landslide can be treated by the pre-stressed rope anti-slide retaining wall and possess the notable advantage of technology and economic.
结果表明：预应力锚索抗滑挡土墙组合结构完全可以用于对大中型滑坡以及高边坡的整治，而且具有明显的技术经济优势。
At present, sunken anti-slide piles 'design is on junior phase, people have not established a mature and practical design method, and their work mechanism is not well known by us.
目前埋入式抗滑桩应用还处于探索阶段，尚未有成熟的基础理论和实用设计方法，人们对其工作机理不甚清楚。
It is a balance system that the anti-slide pile is exerted by three kinds of force, they are the tensile force of anchor, the thrust of sliding mass, the resistance of soil and rock.
一般认为锚杆（索）抗滑桩在锚杆（索）拉力、滑坡推力、桩前滑体抗力的作用下绕锚固点（锚拉力作用点）保持力矩平衡，锚固点为一铰支点。
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