1.
Research on calculation method of double-row anti-sliding structure under sliding surface
滑坡面下双排抗滑结构的计算方法研究
2.
The design parameters infect of stress condition of the anti-slide structure which is compose by pile an anchor cable
设计参数对桩+锚索组合抗滑结构应力状态的影响
3.
Application and Comparative Analysis of Artificial Neural Network in Predicting Displacement of Anti-slide Structures
人工神经网络在抗滑结构位移预测中的应用及对比分析
4.
Study and Development CAD System of Anti-slide Pile Retaining Structure;
抗滑桩支护结构CAD系统的研究与开发
5.
Study on Caculation Theory for Anti-sliding Structure of Micro-piles;
抗滑微型桩组合结构的计算理论研究
6.
Robust optimization design of anti-slide piles with prestressed anchor cables
预应力锚索抗滑桩结构稳健优化设计
7.
A Model Analysis to Beam Bar Slippage of Seismic Structure Joints
抗震结构节点内梁纵筋粘结滑移的模型化方法
8.
Analysis of Anti-slide Mechanism of Mini-piles and Design Method;
微型组合桩结构抗滑机理分析及设计方法
9.
Soil-Arch Effection Located Behind Pile is Researched and Applied in the Supporting Structure of the Anti-Sliding Pile;
抗滑桩支护结构中桩后土拱效应研究与应用
10.
Study on the Structure Design Theory and Application of the Anti-slide Piles with Pre-stressed Cables;
预应力锚索抗滑桩结构设计理论与应用研究
11.
Impermeable Geomembrane Dam Embankment Dam Structure on Stability Against Sliding;
土石坝坝体土工膜防渗结构抗滑稳定研究
12.
Centrifugal Model Test and Calculation Analysis of the Anti-Slide Retaining Structure
抗滑支挡结构离心模型试验与计算分析
13.
Structure and Construction Technology of Low-noise Anti-skid Cement Concrete Pavement
低噪声抗滑水泥混凝土路面结构及施工工艺
14.
Anti-wear Structure of Tripod Sliding Universal Joints and Its Mathematics Modeling
滑移型三叉式联轴器抗磨损结构及数学建模
15.
A Study of Rock Body Structural Characteristics and Stability Against Deep Sliding of Wudu Reservoir Dam Foundation;
武都水库坝基岩体结构特征及其深层抗滑稳定性研究
16.
Rock Mass Structural Features and Its Contral to Dam Shoulders Anti-Sliding Stability in Baihetan Hydroelectric Power Station Dam Site of Jinshajing;
金沙江白鹤滩水电站岩体结构及其对坝肩抗滑稳定性的控制作用
17.
Geomembrane Impermeable Structure of the Dam Sliding Stability on the Status and Prospects;
坝体土工膜防渗结构的抗滑稳定研究现状和前景
18.
Analysis for the Spatial location of the bedrock surface and mechanical parameters on the deep anti-slide stability of gravity dams
基岩结构面空间位置及力学参数对重力坝深层抗滑稳定影响分析