(an anchor cable) on deck so the anchor may descend easily.
解开锚缆：在甲板上解开(缆绳)以便能更快下锚。
Widespread to build up anchor cable system, anti- wind and waves the ability consumedlyincreases;
普遍增强、增加了锚缆系统，抗风、浪能力大大提搞；
In recent years, prestressed anchor cable is widely applied in reinforcing the high side of a slope.
近些年来，预应力锚固在对高边坡的加固处理中逐步被广泛的应用。
This paper introduces the application about anchor cable jetting combined supporting in broken soft rock drift.
重点介绍了锚索喷注联合支护在碎胀软岩巷道掘进中的应用。
Accordingly, the new design method of anchor cable parameters applying to thick soft immediate roof is proposed.
提出了基于厚层软弱直接顶的新的锚索参数设计方法。
Based on above results, an estimating method of pulling force of anchor cable decreased with time is finally proposed.
在此基础上，提出了锚索张拉吨位随时间而损失的估算方法。
Pointed to the slope intact rock strengthened by the prestressed anchor cable group, laboratory model test was preceded.
根据多种群锚方案试件的试验结果，研究了预应力群锚锚索锚固均质岩体模型的强度变形特征。
The paper mainly introduced the construction method for anchor cable with large-angle upward hole in tailrace surge tank.
介绍了尾水调压室大角度上仰孔锚索的施工方法。
Grouting and anchor cable reinforcement is a support way that controls the deformation of roadways and guarantees the steady of roadways.
注浆及锚索加固是控制围岩变形和保证巷道稳定的一种支护方式。
The paper discussed the principle of pressure dispersed anchor cable strengthening slope, introduced its construction methods and experience.
阐述压力分散型锚索加固边坡的机理，简单介绍压力分散型锚索施工方法和体会。
The technical measures of prestressed anchor cable, anchor shotcrete for support and water drainage etc. are designed for anti-scouring wall.
防淘墙结构采取了预应力锚索、锚喷支护和排水等措施。
The variation magnitude of tension decreases and the corresponding position of each anchor cable in different places obviously show randomness.
不同部位的单根锚索，其预应力减小的数值大小及所对应的部位都具有很强的随机性。
Prestressed anchor cable technology has been successfully applied to structural treatment of the dam buttresses at the Yutan hydropower station.
扼要介绍了预应力锚索技术在鱼潭电站大坝闸墩结构处理中的成功应用。
In our country near more than 10 years, the prestress anchor cable technique has been extensive applied in building, slope retaining and grotto.
我国近十几年来，预应力锚索加固技术已广泛应用于建筑结构物加固、边坡治理、大型地下洞室及深基坑支护等工程。
The structure safety factor of the interaction of anchor cable, pile and pile anchor, should match and well coordinated to achieve the best effect.
设计锚索、桩、桩锚共同作用的结构安全度应该相互匹配，协调一致，使锚索桩的作用发挥最大效果。
The test included anchoring force of prestressed anchor cable, frictional coefficients, stress of concrete and steel bar and structure deformation.
测试内容包括预应力锚索锚固力、摩阻系数、混凝土和钢筋应力以及结构变形。
When constructing on super section lane, combining roof bolt, anchor cable, anchor cable series, is scientific and reasonable, can achieve good effect.
超大断面巷道施工，采用锚杆、锚索、锚索组联合支护，科学合理，实现了安全高效的良好效果。
Finally, conclusions about anchor group effect and anchor cable "s layout scheme were drawn and can be referenced by the intact rock slope engineering."
最后得出了与群锚效应相关的可供工程参考的相关结论。
Based on site tests and comparison, a new type of pressure distribution anchor cable structure is successfully adopted for the strengthening of the slope.
经过现场试验对比后，采用承载性能较高的新型压力分散型锚索结构进行加固，并取得成功。
It could determine the safety factor and bond strength of the anchor cable, then, get dynamic test results of the anchor cable under different geological condition.
通过试验分析，确定锚索的安全系数及粘结强度，获取在不同地质条件下锚索锚固过程中的动态试验信息。
Initial prestress, length of free-segment of anchor cable and the load value determine contribution value and action occasion of the anchor cable and tunnel anchorage.
岩锚初始预应力、自由段长度、外部荷载量值控制着锚索及锚碇在锚碇系统中参与的荷载贡献值和作用时机。
But the rise of robotics has allowed Wiley to envision the robot crane moving around on payload cables separate from the stationary balloon and its anchor cable system.
但机器人技术的兴起，使得威利想象机器人起重机负载电缆走动从静止分离气球和锚索体系。
The prestressed anchor cable is to exert prestressed tension on unstable rock mass or structure to improve anti-slide capacity and structural stress of unstable rock mass.
预应力锚索是针对可能不稳定的岩体或建筑物基础施加预应张力，以提高不稳定体的抗滑能力和结构力。
According to the different results of different space length of the anchor cable group model specimens, strength and deformation properties of the model were investigated.
通过试验中不同间距群锚中的单锚对模型试件强度变形的不同影响，研究了模型试件中所体现出的群锚效应。
Analysing the character of internal forces of anchor cable frame by winkler model and verifying it by field test a calculation method is put forward based on elastic foundation beam.
利用winkle r地基模型分析锚索框架的受力特征，并通过现场试验加以验证，提出锚索框架的弹性地基梁计算模式。
However, for the existing method of numerical simulation of prestressed anchor cable in slope has some disadvantages, the result of numerical simulation in FEM isn't in accord with practical one.
然而，对于现有的在边坡预应力锚索数值模拟方法也有一些缺点，在有限元数值模拟的结果，是不符合实际的。
Since the lower regions of the cable are moving slower than the higher ones, a rising car will lag behind the orbiting anchor, causing a drag on the cable that could destabilize the entire assembly.
由于较低部位的电缆比较高部位的电缆移动慢，上升的电梯箱将落后于转动锚点，这样就会引起一个拖拽并可能进一步破坏整个装置的稳定。
Since the lower regions of the cable are moving slower than the higher ones, a rising car will lag behind the orbiting anchor, causing a drag on the cable that could destabilize the entire assembly.
由于较低部位的电缆比较高部位的电缆移动慢，上升的电梯箱将落后于转动锚点，这样就会引起一个拖拽并可能进一步破坏整个装置的稳定。
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