但抗滑桩设计计算理论还不成熟。
But the designing and computing theory of anti-slide pile is not perfect.
抗滑桩的内力计算是抗滑桩设计的关键。
The calculation of pile internal force is the key in designing piles.
在抗滑桩模型实验测试中应用了该项技术。
The testing application about FBG technology on stabilizing pile model test is introduced.
基于传统剩余推力法，提出了新的抗滑桩优化方法。
A new anti-slide pile optimization method is presented based on the conventional residual thrust method.
目前国内抗滑桩的常规计算方法均存在一定的局限性。
Currently, the domestic routine calculation methods for slide-resistant pile have their shortcomings to a certain extent.
对于弹性抗滑桩，计算结果的精度优于传统的查表手算法。
For elastic stabilizing piles, the precision of calculation results is better than that of traditional method by means of tables.
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。
The ground coefficient method is commonly used for internal force calculation for anti-slide piles and anchor caverns.
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 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.
因此，用ANSYS有限元软件模拟抗滑桩的受力状态是可行的。
Therefore, it is feasible to simulate the force state of slide-resistant pile with finite element software ANSYS.
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。
The mechanical analysis is made on anti-slide pile with a new model of finite difference method.
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。
It is quite important how to determine rationally design landslide push-force to optimizing design of anti-slide pile.
RPS系统实现了抗滑桩设计参数的优化及设计成果的计算机处理。
RPS accomplish the optimization of resistance slide pile parameter and the result of design treating with computer.
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。
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.
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。
It analyses the slope stability in the state of natural condition with the residual thrust method and new anti-slide pile optimization method.
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。
As an effective measure in landslide treatment in engineering, anti-slide pile plays a significant role in world landslide control.
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。
At present, the study on the countermeasure of landslide has owned great achievements, and anti-slide pile has been widely used.
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。
As a efficient engineering measure of landslide treatment, anti-sliding pile is a very important measure in the measures of landslide treatment all over the world.
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。
The article has some reference value for design anti-slide piles and researching various similar structures' design methods.
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。
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.
对需要治理防止整体失稳的深厚滑坡，采用传统的抗滑桩施工困难，工程费用高。
For deep - wide landslide, in order to prevent its whole instability, we find that it is difficult to construct and its engineering expense is higher when using traditional slide -resistant piles.
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。
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滑坡推力计算和抗滑桩的设计计算任务。
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.
文中从刚性抗滑桩空间受力状态的静力平衡条件出发，推导了若干组静力平衡方程式。
The paper deduces several groups of static equations depending upon the space static balance conditions of the rigid piles against sliding.
指出抗滑桩内力计算的传统方法之地基系数法应用于岩体抗滑桩时，存在的一些问题。
Some problems are pointed out when traditional foundation coefficient method is applied to the calculation of internal forces of stabilizing piles in rock masses.
同时也证明了将土与结构的相互作用理论应用于锚杆(索)抗滑桩的研究是完全可行的。
At the same time, it also proved that it is feasible to apply the theory of the structure-soil interaction to management and design of landslide hazard.
通过土坡滑坍综合治理成功的实例，简要介绍抗滑桩在土坡滑坍综合治理中的设计与应用。
Through a successful example of integrated treatment of earth slope failure, the design and application of slide-resistant piles were introduced briefly.
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。
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。
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.
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。
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。
The horizontal lateral displacement of reinforced concrete or rail anti-slide piles is measured by setting up borehole incline-tube in pile.
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