For the differently high cutting-slope, the different prevention and control measures such as cutting slope, pre-stressed anchorage cable, pre-stressed anchor frame protection slope, continuous wall, anti-slide pile and draining should be taken.
对存在不稳定隐患的高切坡，应因地制宜，有针对性地分类采取削坡、锚喷、格构锚、挡墙、抗滑桩、排水等工程防护措施。
Prestressed cable is one of the common ground anchorage forms; and its types become more and more in use.
预应力锚索是岩土锚固最常用的结构形式之一，使用的锚索类型越来越多。
Through analyzing and evaluating, it is proved that the the cable-girder anchorage zones of the Zhanjiang Bay Bridge are reliable.
对试验结果和理论分析结果进行分析评价后，验证了广东湛江海湾大桥锚拉板式索梁锚固结构的可靠性。
The force control of suspension bridge anchorage cable is the main contents which will be researched.
本文以宜昌长江公路大桥为依托，对悬索桥锚跨索股张力的精确控制进行了研究。
The advantages and disadvantages of anchorage load- transfer mechanism at home and abroad are analyzed. On the basis of Mindlin solution and interfacial constitutive model, the elastic solution of stress distribution on the bond interface between the grouting material and rock and those between steel stranded wire and grouting material are derived. Moreover, the dominant failure mode of the conventional prestressed cable bolt analyzed by using the present elastic solution.
2分析了国内外关于岩锚荷载传递机理研究的各自优缺点，针对普通预应力锚索的荷载传递特性，基于Mindlin解推导了内锚固段的注浆体与岩石粘结界面上的应力分布弹性解，在考虑界面本构模型的基础上推导了锚索与注浆体粘结界面上的应力分布弹性解，并用该弹性解对普通预应力锚索的主要失效破坏模式进行了分析。
On the basis of the systematical monitoring and comprehensive analysis of the prestressed anchorage cable on the high slope of some hydropower station, the prestress loss during construction and after locking are studied, the relationship between the prestress loss and time is discussed, also the main influence factors of the cable prestress loss are researched.
通过对某水电站高边坡锚索预应力的系统监测和综合分析，讨论坡积层边坡中锚索预应力张拉、锁定中的损失及其变化规律的时间效应，探求预应力损失的主要影响因素，得到以下结论：①锚索锁定损失与张拉力有关，张拉荷载的规格越高，损失率越小；②锚索预应力损失分迅速下降、缓慢下降、相对稳定 3 个阶段；③坡积层中锚索预应力损失的主要影响因素是岩体的蠕变，施工、环境因素的影响具有时效性；④本工程区监测数据验证了临时断面监测仪器布置的合理性。
In the research on engineering treat measures, the effective mechanism, influencing factors of anchoring strength and design method of prestressed anchorage cable slope reinforcement technology are discussed and it's working flowchart is also established in the thesis.
在工程处理对策的研究中，论文将被广泛应用的预应力锚索加固技术作为研究重点，论述预应力锚索加固技术的作用机理、影响锚固力的主要影响因素及其设计方法，建立了预应力锚索的施工流程图。
With reference to the fatigue tests and finite element analyses of full-scale models of cable-girder anchorage zones of long-span steel box girder cable-stayed bridges like the 2nd Nanjing Yangtze River Bridge, Anqing Yangtze River Bridge and Sutong Yangtze River Bridge, this paper conducts a study on loading mechanism, load transmitting and stress distribution at cable-girder anchorage zones.
研究表明，由斜拉索传来的巨大压力，通过锚箱底板、承压板与腹板的连接焊缝，以剪力的形式传递到钢箱梁腹板上；锚箱与主梁腹板焊缝处的应力从上到下逐渐增大，在下端达到最大值，承压板上的应力稍小，均满足强度要求；经200万次和400万次疲劳加载，均未发现有裂纹发生，应力均无大的变化。
Based on the basis of traveling wave energy absorption method, the formula of allow tension increment of anchorage cable under condition of the blast wave shock is derived.
依据行波能量吸收方法推导出了锚杆受爆炸波冲击时所需张力增量计算公式。
This paper presents the fatigue test research on the cable anchorage zone of the main girder of the Second Nanjing Yangtze Bridge.
本文针对南京长江二桥的索梁锚固结构，采用足尺模型进行了疲劳试验。
Cable - stayed Bridge Pin - hinge Connection Anchorage
斜拉桥销铰连接锚固形式的初探
To balance the enormous tensile stress in the cable-tower anchorage due to cables, some plane pre-stressing tendons are arranged within the tower walls for the pre-pressure of anchorage areas in order to prevent section cracking and enhance its cross-section bearing potential.
为了平衡拉索在索塔锚固区内产生的巨大拉应力，通常在塔柱四壁内布置平面预应力筋，对锚固区进行预压，以防止截面开裂并提高其承载潜力。
The third one is on the local forced performance of stay cable anchor block, studied from three ways as girder anchorage, cable tower anchorage as well as anti-sliding.
第三部分，斜拉索锚固块的局部分析，主要从主梁锚固，索塔锚固以及抗滑移三个方面进行分析研究。
Analysis of interfacial slip mesomechanics in anchorage section of prestressed anchor cable
预应力锚索锚固段界面滑移的细观力学分析
The rope fouled the anchor chain. Study on the Reasonable Pattern of Cable-Girder Anchorage for Steel Cable-Stayed Bridge
绳子与锚链缠在一起了。钢斜拉桥锚箱式索梁锚固区合理构造型式研究
The Zhanjiang Bay Bridge applies the Cable-girder anchorage with tensile anchor plate.
建设中的广东湛江海湾大桥索梁锚固采用锚拉板结构。
The mechanic behavior of Cable-girder anchorage with tensile anchor plate is gained;
分析了索力在锚拉板及其与之相连接构件之间的分配和传递规律；
Model Experiment Analysis on Steel Anchor Plate Cable-Pylon Anchorage Zone
钢锚板式索塔锚固区足尺模型试验研究
Model Test on the Cable-beam Anchorage Structure with Tensile Anchor Plate of Cable-stayed Bridges
斜拉桥锚拉板式的锚固结构模型试验与研究
Mechanical behavior and fatigue reliability of tensile anchor plate structure in the cable-beam anchorage zones of cable-stayed bridges
斜拉桥锚拉板式索梁锚固结构传力机理及疲劳可靠性研究