1.
Numerical Analysis of Slope Reinforcement with Effect of Bias Tunnel
受偏压隧道影响边坡加固的数值分析
2.
Application of Prestressed Anchored Cable in Reinforcement of Side Slope
预应力锚索在边坡加固工程中的应用
3.
Study on Application of Soil-nail Shoring in Reinforce of the Mine-Incline;
土钉支护在矿山边坡加固中的应用研究
4.
Application and Study of the Anti-sliding Piles in Reinforcement Technique of Expressway Slope;
抗滑桩在公路边坡加固治理中的应用研究
5.
Study on the Stabilization Method of Silts for Roadbed and Slope in Nantong Area;
南通地区粉质土路基及其边坡加固技术研究
6.
Study on the Reinforing Project of Hualin Highway Slope and Its Stability Analysis;
化临高速公路边坡加固方案研究及稳定性分析
7.
Study on Erosion and Soil Stabilizer Properties for Highway Subgrade Slope;
路基边坡坡面冲刷特性与加固材料性能研究
8.
SLOPE STABILITY ANALYSIS OF PRESTRESS ANCHORED SLIDE-RESISTANT PILE
预应力锚索抗滑桩加固边坡(滑坡)的稳定性分析
9.
Stability Analysis of Slopes and Reinforced Design Procedure of Anti-sliding Piles;
边坡稳定分析及抗滑桩加固设计研究
10.
ANSYS Simulation of the Rock High-Slope Excavation and Consolidation;
岩质高边坡开挖与加固的ANSYS模拟
11.
The Slopes Stability Analysis and Evaluation of Root Piles to Correct Slopes;
树根桩加固边坡的稳定性分析与评价
12.
Stengthening and Treatment Design For High Excavated Slope On 110-National Highway
110国道高边坡的加固设计与综合治理
13.
Application of the comprehensive strengthening of the high slope by using the anchor and grid beam
锚杆(索)+格子梁综合加固高边坡的应用
14.
Researching on the Disturbed Zone for Cutting Bedding High Rock Slope & Calculation Method of Micro-pile;
顺层高边坡开挖松动区研究及微型桩加固边坡的内力计算
15.
Due to insufficient maintenance and intensive mining operation, the slope of an open pit mine becomes unstable with serious danger potential to normal operation of the mine and to safety of people's life.
为研究某矿边坡的稳定状况并为边坡的加固工程提供可靠依据，在边坡硐室内进行地应力测量。
16.
Dynamic response of slopes subjected to intense earthquakes and effect comparison between various support modes
强震作用下加固边坡的动力响应及不同加固方式的比较研究
17.
Study on Fuzzy Evaluation for Stability and Reinforcement Technique of Expressway Slope;
高速公路边坡稳定性模糊评价及加固治理研究
18.
Study on the Stability of Jointed Slope and the Effect of Bolting and Grouting Reinforcement Method;
节理裂隙边坡稳定性及锚注加固效应研究