1.
The calculation of pile spacing between anti-sliding piles in accordance with the condition of soil arching generating
由桩后土拱形成的条件对抗滑桩间距的计算
2.
Rational spacing between adjacent anti-slide piles in the area of loess
黄土地区抗滑桩合理桩间距的确定方法
3.
Analysis on the space of circular micro-piles in plannar failure
微型圆桩加固平面滑坡的桩间距分析
4.
Experimental investigation on three-dimensional soil arching effect between adjacent cantilever anti-slide piles with rational spacing
合理间距条件悬臂式抗滑桩三维土拱效应试验研究
5.
Research on Three-dimensional Soil Arching Effect and Appropriate Spacing of Cantilever Anti-slide Piles with Consideration of Geostatic Stress
考虑自重应力的悬臂式抗滑桩三维土拱效应及合理间距研究
6.
Analysis and Simulation of Soil Arching Effects on Anti-slide Piles;
抗滑桩桩间土拱效应及其有限元模拟研究
7.
Research on the Design of Anti-slide Pile in Wan Zhou City of Three Gorges Area;
三峡库区万州区滑坡抗滑桩设计研究
8.
Integrative Design Anti-Slide Piles in Slope Based on GIS;
GIS平台下的滑坡中抗滑桩一体化设计
9.
Analysis and Research of Anti-slide Pile in the Rock Landside
抗滑桩在岩质滑坡治理中的分析研究
10.
Design,construction and monitoring of the anti-slippery pile in landslide treating
滑坡治理中抗滑桩的设计施工与监测
11.
Talking about Pile Driving Effects into Account,Calculation of Design of Interval Between Piles for Reinforcement of Weak Foundation
考虑打桩效应CFG桩加固软基桩间距设计计算
12.
Test research on strata resistance of pile side of anchor anti-slide pile
锚杆抗滑桩桩侧地层抗力分布模式的试验研究
13.
Model tests on anti-sliding mechanism of micropile groups and anti-sliding piles
微型桩群与普通抗滑桩抗滑特性的对比试验研究
14.
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
15.
The Research on Passive Pile-soil Interaction and the Reinforced Design of Anti-Slipped Piles;
被动桩与土相互作用及抗滑桩加固设计研究
16.
Research on the calculation of stochastic m-method of the anti-slide pile with the excavation of front soil
桩前开挖时抗滑桩的随机m法计算研究
17.
Study of Soil Arching Effects of Sheet-pile Wall and Appropriate Space between Piles;
桩板墙工程土拱效应及合理桩间距研究
18.
Research on the Utmost Limit Piles Distance about Row Piles Retaining and Protecting for Deep Fundation Excavation in Chengdu Area
成都地区基坑排桩支护极限桩间距研究