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 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。
RPS accomplish the optimization of resistance slide pile parameter and the result of design treating with computer.
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。
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。
NET 2005, develop a complete and practical anti-slide pile design calculation software that can be used to aid engineering design.
NET 2005开发一套完整而实用的抗滑桩设计计算软件，以辅助工程设计。
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。
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 anti-slide pile, which has been widely used in slope engineering, is one of the major engineering measures in the treatment of landslide.
抗滑桩是滑坡治理中主要的工程措施之一，已在边坡工程中得到广泛应用。
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。
On the basis of in-situ survey data, the displacement of anti-slide pile top is predicted using the gray prediction theories of GM (1,1) model.
以现场实测资料为依据，将GM（1，1）灰色预测理论应用于桩顶位移预测。
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。
In the calculation of anti-slide pile, the technique of 'cantilever beam law' was adopted, which makes the analysis more effective and accurate.
在抗滑桩计算中，采用“悬臂梁法”，从而使抗滑桩的分析快捷，准确，使用性更强。
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 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。
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。
By analysis, a calculation method of the initial time and allowable time for steel-bar corrosion is built. Then a mathematic model for anti-slide pile service life is established.
分析提出了钢筋开始锈蚀时间及钢筋锈蚀时间计算方法，据此提出了抗滑桩安全使用寿命预测数学模型。
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。
For rail anti-slide piles, the bending moment, normal stress and anti-slide force of rail anti-slide pile are calculated inversely based on flexure deformation measured by inclinometer.
对于钢轨抗滑桩，把测斜仪所测横向变形当作钢轨桩的弯曲变形，然后再反算出钢轨桩的弯矩、正应力和抗滑力。
Factors contributing to the uncertainty in safety of anti-slide pile are analyzed with theory of System Engineering and models for anti-slide pile systems are constructed and classified.
针对当前边坡加固工程抗滑桩可靠性计算中存在的考虑因素偏少的问题，提出了抗滑桩体系可靠度的概念及其计算模型。
Obviously, it is of great significance to develop a anti-slide pile design calculation program that easy to operate, has friendly interface and meet the demand for practical engineering.
显然，开发一套操作简单、界面友好、符合工程需求的抗滑桩设计计算软件，具有非常重要的现实意义。
The load-bearing and anti-slide pile has double function of bearing, the vertical and horizontal load from the superstructure as well as the landslide-thrust from the side of the pile foundation.
承重阻滑桩既需承受来自上部轴向与水平向的荷载作用，又要抵抗桩侧滑坡推力，具有承重与阻滑双重功能，其受力性状远比抗滑桩和平地上倾斜受荷桩复杂得多。
For cantilevered anti-slide pile, displacement of pile increase continuously with time, the topper displacement is max. The failure envelope is nearby design failure surface when load achieve extreme.
对悬臂式抗滑桩，桩身位移随时间的延长不断增大，桩顶位移最大，加载至桩破坏时，其破坏面在拟滑面附近；
For cantilevered anti-slide pile, displacement of pile increase continuously with time, the topper displacement is max. The failure envelope is nearby design failure surface when load achieve extreme.
对悬臂式抗滑桩，桩身位移随时间的延长不断增大，桩顶位移最大，加载至桩破坏时，其破坏面在拟滑面附近；
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