说明:双击或选中下面任意单词,将显示该词的音标、读音、翻译等;选中中文或多个词,将显示翻译。
您的位置:首页 -> 句库 -> 锚固岩体
1.
Numberical Simulation Analysis of Equivalent Bolt Rock Mass and Its Application;
锚固岩体等效参数数值模拟研究及应用
2.
Study on Construction Mechanics of the Rock-nailed Supporting System and Slope Stability Analysis;
高切坡锚固岩体施工力学研究及稳定性分析
3.
Study on anchoring type and anchorage system of rock bolt
岩锚新的锚固方式及锚固体系的研究
4.
A Study on Anchorage Quality Detection Technology of the Anchor Bar-Surrounding Rock System;
锚杆围岩体系的锚固质量检测技术的研究
5.
Anchoring capacity of tensile rock bolt in ultimate limit state
极限状态下岩体受拉锚杆锚固承载力的计算
6.
Study on Anchorage Properties of Slope Rockmass and Its Engineering Applications;
边坡岩体锚固性能研究及其工程应用
7.
Prestressing force anchorage cable application in consolidating in dangerous rock of massif
预应力锚索在山体危岩加固中的应用
8.
Study on the Reinforcement Mechanism of Fully Grouted Rock Bolt Considering the Interaction between Bolt and Wallrock Mass
全长注浆岩石锚杆与围岩体相互作用下的锚固机理研究
9.
Anchorage Mechanism and Anchoring Effect of Joint Rockmass and Their Applications;
锚杆在节理岩体中的加固作用机理和锚固效应分析及应用
10.
Numerical Simulation Research of Pre-Tensioned Bolts Reinforcing Roadway in Joint Rock Mass;
节理岩体巷道预应力锚杆加固数值模拟分析
11.
Simulating Test Study on the Anchored Fissured Rock Body after Undergoing High Temperature;
高温后裂隙岩体锚固相似模拟实验研究
12.
The Study of Anchorage Styles Optimization of Fractured Rock Mass on Experiment and Numerical Simulation;
裂隙岩体锚固方式优化的试验与数值模拟研究
13.
Study on the Destruction Mechanism of the Cranny Rock Mass and the Effect of Reinforcement;
裂隙岩体的破坏机理及其锚固效应研究
14.
Mechanism and Calculation of Pre-stress Anchors for Rock Mass Reinforcement;
预应力锚索加固岩体的机理分析和数值计算
15.
Reinforcing collapsing blocks of Laitan Cliff by prestressed anchor;
预应力锚杆技术加固涞滩摩崖造像危岩体
16.
Experimental Study on Reinforcement and Crack Arrest Effect of Bolt on Three-Dimensional Fractured Rock Mass
锚杆对三维裂隙岩体加固止裂效应试验研究
17.
Application the Anchor-casting Integrated Reinforcing Technology in Full-face Tunnels with Weak Rocks
软围岩大巷全断面锚注一体化加固技术的应用
18.
Analysis for Long-short Compound Bolt Reinforcement in Layer Rock Slope
层状岩体边坡长短复合锚杆加固的稳定性分析