论述了新型锚杆的优点与适应性。
最后，分析模拟了沿空巷道的锚杆支护情况。
Lastly, the paper simulates bolt timbering of the laneway along the gob.
针对锚杆加固后的碎裂结构岩体进行了室内模型试验。
An indoor model test is carried out on rock mass of cracked structure reinforced by the bolt.
其次，对锚杆整体进行设计，并对支护效果进行了分析。
Secondly, it designs the whole bolt, and analyzes timbering effect.
锚杆静压桩是锚杆和静压力桩相结合而形成的一种桩基础。
Static press anchored pile is a kind of pile which combined of anchored pile and static press pile.
此外，文章还对管式锚杆的特点及施工要点进行了分析和论述。
Moreover, the characteristics and key points in construction of tubular rock bolt are presented in this paper.
本文通过现场试验，研究土层锚杆支护的受力机理以及基坑壁的侧向位移。
Through the spot test, the paper studies the forced mechanism of soil anchor bolting and lateral displacement of the foundation pit.
岩石锚杆基础是以细石混凝土和锚杆灌注于钻凿成型的岩孔内的锚杆基础。
Rock bolt foundation is a type of bolt foundation that fine aggregate concrete and bolt are poured into the rock hole.
柔性注压锚杆是一种新型结构锚杆，其锚固作用机理不同于传统的刚性锚杆。
The flexible pressurized anchor is a new type of anchor, the anchoring principleof which is different from the conventional anchor.
这种锚杆不仅可以用于硬岩，而且还可以在不适合其它锚杆的条件下加以应用。
This anchor rod can be used not only on hard rock but also under the condition in which others are unadaptable.
介绍了锚杆测力托盘的制作方法，在实验室对锚杆托盘的应力分布进行了分析。
Manufacture method of anchor bolt plate is introduced and stress distribution in laboratory is analyzed in this paper.
设计了预测回采巷道锚杆支护参数的神经网络结构，并根据BP算法编制了软件。
A bolt supporting parameter selection neural network construction has been developed, the software is programmed based on BP algorithm.
随着锚杆长度的增大，锚杆的极限承载力相应增大，同时屈服位移量也相应降低。
With the increase of the anchor length, the critical load bearing of the anchor is increased, and the yielding displacement is decreased.
用理论分析、数值模拟和实验测试的方法研究了自由锚杆和锚固锚杆中的波传播特性。
Characteristics of wave propagation in grouted rockbolt were investigated with numerical simulation, experimental measurement and theoretical analysis.
随着基坑的开挖，锚杆承受的拉力越来越大且锚杆轴力峰值有向锚杆末端偏移的趋势。
The anchor tension increases with the excavation depth, and the peak value of the tension tends to move towards the end of the anchor.
锚杆已广泛应用于高层建筑基坑的支护结构中，它利用地层的锚固力维持结构物的稳定。
The anchor bolting has been widely applied in supporting structure of deep foundation pit in high building, and it maintains safety of protection structure with soil layer fixed pressure.
最后，作为一个智能计算机程序应用例子，简要介绍了矿山锚杆支护设计与选型专家系统。
At last, the expert system for the rock bolting support design and type selection is introduced briefly as an example of artificial computer program.
鹤岗矿业集团兴安煤矿在煤巷中应用锚索锚杆挂网喷喧支护，取得了较好的技术经济效果。
The combined support with cable bolt wire mesh and shotcreting is applied in coal roadway in Xingan coal Mine of Hegang Mining Industry Group.
因此，用纤维增聚合物锚杆代替钢锚杆为锚固技术在岩土工程中的应用开辟了广阔的前景。
So the fiber reinforced plastic bar anchors can make the anchoring techniques have a more wide range of rock engineering applications.
对软岩中锚杆的作用机理提出了一种分析方法，分别讨论了锚杆体系和锚杆本身的力学行为。
This paper presents an analysis method for the acting mechanism of bolts in soft rock. The mechanical behaviors of rock bolting system and bolt itself are discussed respectively.
紫坪铺公路改建工程高边坡地质情况复杂恶劣，采取了钢筋混凝土锚杆框架梁对坡体进行锚固。
Owing to complicated and adverse geological conditions, the frame girder of reinforced concrete anchor bar was applied to reinforce the high slope of rebuilt access road.
分析了普通金属锚杆存在的问题，并提出新型金属粗尾锚杆可以很好地解决这方面存在的问题。
Analyzed the problem that exist in suspension roof support, and presented the new type strong steel big-end bolt can solve this problem.
因此，了解土层锚杆受力机理对目前锚杆设计水平和减少工程事故及降低工程造价具有指导意义。
Therefore, understanding the forced mechanism of soil anchor bolting to design competence, reduce project accident and reduce project cost has directive significance at present.
通过研究基坑的变形，锚杆的受力状态和轴力的分布规律，来分析预应力锚杆柔性支护的力学性能。
The mechanics of its performance are studied by researching the deformation of excavation, the force of anchor and the distribution of axial force.
通过研究发现，锚杆的受力是一个动态受力过程，并且得出了锚杆受力和基坑壁侧向位移的变化规律。
Through finding, the anchor bolting process is a dynamic state to be forced, and got the variety law of anchor be forced and lateral displacement of the foundation pit.
通过研究发现，锚杆的受力是一个动态受力过程，并且得出了锚杆受力和基坑壁侧向位移的变化规律。
Through finding, the anchor bolting process is a dynamic state to be forced, and got the variety law of anchor be forced and lateral displacement of the foundation pit.
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