抗滑桩

在此基础上，应用传递系数法、瑞典条分法、综合C、Φ法等方法定量评价了小得江滑坡抗滑桩设置前后的稳定性。

By Methods of Transfer Coefficient , Swedish Slices and Synthesis C and , the landslide stability before and after anti-slide pile constructed is evaluated .

在同一滑坡地质条件下，对单排抗滑桩和h型抗滑桩结构进行对比设计，得出h型抗滑桩在受力方面更具有优越性。

In the same landslide conditions , Compared single-row anti-slide pile and H anti-slide pile structure design , Come to h anti-slide pile has more advantages in force .

h1（抗滑桩受荷段长度）；

H1 ( length of bear the weight of anti-slide pile );

h2／h1（抗滑桩锚固段长度与h1的比值）；

H2 / h1 ( ratio of anchor portion length and h1 );

边坡滑坡支护结构抗滑桩挡墙CAD系统

CAD System for Anti-sliding Piled Barricade Supporting the Sliding Slope

提出了h型抗滑桩结构计算方法。

Explore to the structure calculation method of h type of anti-sliding piles .

并利用计算机技术研究和开发了抗滑桩挡墙的CAD系统。

CAD system for anti-sliding piled barricade is developed and studied by computer technique .

本文用C语言编制了蒙特卡罗法程序以计算可靠指标，并运用该程序对108根不同土质地基抗滑桩和107根不同岩质地基抗滑桩进行了可靠指标的计算。

Then , 108 slide-resistant piles embed in soil foundation and 107 ones embed in rock foundation are computed to express the safety level of piles in form of reliability index .

本文基于加权残值法的原理，采用适应性较广的B样条函数作为试函数，提出了一种计算抗滑桩全桩内力的新方法。

Based on the principle of weighted residual method , the extensively adapted B-spline function is used as trial function , a new method for stress calculation of anti-slide pile is proposed .

以昆洛路K1+440～K1+780边坡为例，阐述用MATLAB语言进行预应力锚索抗滑桩稳健优化设计的方法。

Taking the slope in Kunluo Road K1 + 440 ~ K1 + 780 as an example , the present method is described based on language MATLAB .

为保证校区E道路的正常运行及拟建科技中心的安全，本文提出了采用抗滑桩及挡土墙为主，辅以地表、地下排水工程等综合治理方案。

In order to ensure the safety of the road and the proposed Science and Technology Center , the authors recommend a comprehensive control program , which combines glide-resisting stake and earth-retaining walls .

介绍了一种基于瑞典法和简化Bishop法分析抗滑桩加固边坡的极限平衡法。

A limit-equilibrium method to study the stabilization of the river-side slope reinforced by stabilizing piles based on the Sweden and simplified Bishop theories is presented .

将热传导反问题作为非线性优化问题处理，然后采用BFGS方法求解。非线性优化理论在抗滑桩设计中的应用

The inverse problem is formulated as a nonlinear optimization problem , which is then solved by using BFGS method . The Design Method and Application of Anti-slide Pile Based on the Nonlinear Theory

OVM高强预应力锚索抗滑桩和预应力锚杆联合支护在高边坡滑坡治理中的应用

Application of Combining Support of Anti-Slide Pile of High-Strength Prestressed Anchor Rope and Prestressed Anchor Rods to Treatment of Landslide of High Side Slope

目前已提出了多种预应力错索抗滑桩的设计计算方法，例如按Winkler弹怀地基梁的方法、错索与桩的协调变形的方法等。

Several design methods of anti-slide-pile with prestressed anchor rope are pur forward now , for example , the method on the basis of winkler elastic beam , the method according to compatible deformation between the pile and anchor rope .

在180m和230m高程采用2排人工挖孔抗滑桩，有效地控制了滑体深层整体稳定性，并与上部公路建设相结合，形成了公路路面。

Two rows of anti-sliding pile are distributing at the 180 m and 230 m altitude to effectively control the complete landslide , also provide the platform for highway and house construction .

抗滑桩设计中关于确定桩间距问题的分析

Analysis on spacing between piles in the design of anti-slide pile

厚层淤泥地基的挤淤法与抗滑桩护坡

Silt squeezing method and anti sliding piles for thick silt ground

抗滑桩设计推力计算探讨

Inquiring into Calulation of Design Thrust of Anti - Slide Pile

抗滑桩的弹塑性理论分析（Ⅱ）

The rational analysis on the elastoplasticity of anti slide piles (ⅱ)

膨胀土滑坡抗滑桩设计与施工

Anti - slide Pile Design and Construction of Swelling Soil Landslide

预应力锚索抗滑桩实用设计方法及工程应用

Practical Design and Application of Stabilizing Piles With Pre-stressed Anchored Cables

预应力锚索抗滑桩计算理论及试验研究

Computation Theory and Experimental Researches of Anti-slide Pile with Prestressed Anchors

大岩淌滑坡体抗滑桩支挡加固工程的施工

Construction and reinforcement of anti-slide piles in large rock sliding mass

埋入式双排抗滑桩滑坡推力分配研究

Study on distribution laws of landslide-thrust in double-row embedded anti-slide piles

门架式双排抗滑桩设计计算新模式

A new mode for calculation of portal double row anti-sliding piles

抗滑桩极限阻力的有限元分析

Analysis of ultimate resistance of anti - slide pile using FEM

抗滑桩工程的整体设计方法及其优化数值模型

A design method of stabilizing piles and its optimized numerical model

抗滑桩分析计算系统研究

Study on Program of Anti - Sliding Pile Analysis and Calculation

对于刚性抗滑桩，计算结果是精确的；

For rigid stabilizing piles , calculation results are precise .