利用锚点词信息完成段对齐是一种常用且有效的方法。
Paragraph alignment based on anchor word is a useful and com-mon method.
在保护站设置变向保护点是应用于有螺栓锚点的多段结组运动攀。
A redirect on the belay station is for multi-pitch sport climbing, with bolted anchors.
该工程采用以喷锚支护为主、上部结合放坡、并用桩锚支护重点坑段的综合方案，经实践证明是成功的。
In this project, shotcrete-bolt and slope are used in most segments of the pit. and pile-anchor is used in some important pit segment this scheme is proved to be successful.
拉力型锚索、锚杆之锚固段的剪应力是非均布的，剪应力分布曲线是以0为渐进线的单峰曲线。
Shear stress of anchoring rope (rod) of extensional force type is unevenly distributed along anchoring section. Distribution curve of the shear stress is a unimodal curve with 0 as progressive line.
上海市大芦线某工程是整个大芦线航道整治工程的起点，位于五尺沟航段，其主要护岸形式为单锚板桩结构，该文结合工程实践，总结了单锚板桩工程监理控制要点。
A project in Dalu Line is the starting point of the whole Dalu Line Waterway Harnessing Project, and is located at the navigating section of Wucigou.
对隧洞围岩条件良好洞段，论证取消隧洞原圆形钢筋混凝土衬砌，选定马蹄形锚喷断面作为最终优化断面形式。
For tunnel sections with good surrounding rocks, the U-shaped rock-bolted section is selected as a final optimized section instead of the original circular reinforcement concrete lining section.
帮助员工：积极应对人生变化，学习应对技巧，启动新一段人生之锚。
Help employee to positively cope with life transition, learn coping skills and get ready for a new life stage.
目的探讨使用同种异体皮质骨锚钉修复肩袖损伤在不同时间段锚钉和骨道壁之间的愈合情况。
Objective to observe the healing of rotator cuff injury between the anchor and bone tunnel after repaired with allograft bone anchors in different periods of time.
都显示锚杆中锚固段的应力波波速（固结波速）和锚固介质的强度直接相关，固结波速和锚固介质强度之间成抛物线关系。
Numerical simulation results agree with experimental results, both of which show that velocity of consolidation wave in grouted rock bolt are related to the anchoring strength of fresh concrete.
在此基础上讨论了拉力分散型锚杆锚固段的应力分布及其受力特征，并指出了其优缺点及其适应条件。
Subsequently, the mechanical characters of the separate-stretched anchorages are discussed. The advantage or disadvantage and their adaptive conditions are analyzed at last.
锚杆锚固段力的传递机理是锚固设计中的关键问题之一，本文通过模型试验的方法对岩体锚杆锚固段轴力和剪力的传递以及分布情况进行了研究。
Mode test has been carried out in order to research the anchoring and reinforcing mechanism which is one of the keys in the rock-soil anchor technology.
结果表明，在基坑开挖过程中，基坑壁附近的土体应力状态变化显著；锚杆锚固段应力呈非线性递减分布；
The result indicates that when the foundation pit is excavated, the soil stress state near the foundation pit wall changes obviously;
结果表明，在基坑开挖过程中，基坑壁附近的土体应力状态变化显著；锚杆锚固段应力呈非线性递减分布；
The result indicates that when the foundation pit is excavated, the soil stress state near the foundation pit wall changes obviously;
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