1.
Double-layer Wire Mesh and Long Bolt and Shotcrete Support One-time of Application and Research Supporting Road of Executive Liquid Contact Metasomatic
双层锚网联合中长锚杆一次性喷浆支护在矿岩接触交代平巷支护中的应用及研究
2.
The Experiment Study of Full Grouting Bolt by Optical Fiber Grating Sensing;

基于光纤光栅测试的全长锚固锚杆实验研究
3.
Contrastive Study of Sectionalized and Wholly Grouted Anchor Load Transfer Machanism

多段型与全长粘结型锚杆锚固机理的对比研究
4.
COMPREHENSIVE RESEARCH OF CRITICAL ANCHORAGE LENGTH PROBLEM OF ROD OF ANCHORAGE STRUCTURE

锚固类结构杆体临界锚固长度问题综合研究
5.
Application of Tunnel Anchorage with Anchor Rods to Anchor System of the Second Yangtse River Bridge in Wanzhou City
隧道式锚碇加锚杆在万州长江二桥锚固系统中的应用
6.
Apply Research of the Theory of Wholly Grouted Anchor Load Transfer Model;

全长粘结式锚杆传力模型及应用研究
7.
The Research about Detecting System Based on the ARM Microprocessor for Mining Anchor Bolt' Length
基于ARM的矿用锚杆测长系统研究
8.
Numerical Simulation of the Pullout Test of Wholly Grouted Cable

全长粘结式锚杆拉拔试验的数值实现
9.
The Technique Focus of Designing Anchor Fixed Length-critical Anchoring Length is Not Suitable for Upper-limit of Anchoring Length
锚杆锚固段设计的一个技术焦点—临界锚固长度不宜作为锚固长度上限
10.
Friction forces of earth acting on the anchor bar of bridge dais have been measured as long as20 h on the spot.
本文对锚拉桥台的锚拉杆进行了长达20小时的现场监测试验。
11.
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
12.
nuts of an anchor

有杆锚杆孔上下的杆箍
13.
Research for Mechanical Character and Dynamic Testing Property of Fully Grouted Bolt;

全长粘结式锚杆受力特征及动测特性研究
14.
Discussions on Ultrasonic guided wave test length of bolting

超声导波检测锚杆长度若干问题的讨论
15.
Analyzing and studying factors for determining neutral point position of fully grouted rock bolt
全长注浆岩石锚杆中性点影响因素分析研究
16.
Numerical analysis for effect of bolt length on stability of slopes

锚杆长度对边坡稳定性影响的数值分析
17.
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
18.
Model experiment study on influence of anti-blast characteristics of rock bolt length on wall rock of underground cavern
锚杆长度对洞室抗爆性能影响的模型试验研究