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Through analyzing the problem of the coal wall support, top-coal caving and the design of powered support,the author explains the method to control the coal slabbing and the measure of powered support design and the collocation of the rear transport pan.

通过对仰采放顶煤工作面煤壁支护、放顶煤问题、液压支架设计等方面的分析,说明在仰采工况下控制煤壁片帮方法以及液压支架设计、后部输送机布置应采取的措施。

As slaking characteristics directly affect the stability of the slope and design of anchoring and other supports.

布形态、崩解特性直接关系到边坡整体稳定性和支护措施的方案设计。

A new anchor applied to the stoping tunnel supporting of coal mine is recommended.

介绍了一种用于煤矿回采巷道支护的新型锚杆。

Therefore, roof supports and protecting measures must be taken to ensure safe stoping.

因此,为确保安全回采,回采后期必须做好顶板支护工作。

Passive Support is included in the SWEDGE analysis as in Eqn.

被动支护采用下式分析。

Bolts and / or shotcrete may be added to an SWEDGEmodel, to evaluate the effect of support on wedge tability.In this tutorial, we will first add bolts to a wedge model,and then shotcrete, and discuss how each is implemented in the SWEDGE analysis.Let's start with a new file for the purposes

锚杆和喷砼可能在 SWEDGE 模型中加入,以分析支护对块体稳定影响,这里,我们首先在模型中添加锚杆,然后是喷砼,讨论各自在模型分析中的作用,我们下来开始一个新文件以实现这一目标。

The system includes main server program algorithm, sub-server algorithm and client algorithm. It solves communication problem between all the processors and evolutes scheme design and detail design hierarchically and synergically.

最后建立分布式并行计算环境,设计基于遗传算法的基坑支护分布式三层协同演化系统,分别构造主服务程序算法和子服务器算法程序及客户机输入界面,解决客户/服务器之间的通信、主服务器与子服务器之间的通信问题,对方案和细部、细部和子细部进行分布并行协同搜索,获得出最优方案。

The rock mass rating, rock mass classification and support systems proposed for fault zones in Tuzla tunnel are insufficient for explaining the deformation and failure mechanisms encountered in the tunnel.

岩石强度等级,岩石类别,支护结构等关于Tuzla隧道的断层带的资料不足以解释隧道的变形,也没有找到一台合适的机械。

Slope reinforcement is an important part of rock slope engineering , a typic type of engineering measurements to assure the slope and engineering structure and maintenance ' s security in mountainous district fundamental constructions

边坡支护加固是岩石边坡工程的重要组成部分之一,是山区基本建设中为保证山体和工程建筑物及道路运营安全常采用的一种工程措施。

By adopting the calculating analysis method of elastic-plastic three-dimensional FEM numeric simulation, this paper makes a simulation analysis on the structure stability of the shallow cover and unsymmetrically loaded parts in Tongyoushan tunnel, mainly simulates the effects caused by different construction orders on surroundings and supporting structure stability, and it centers on the analysis on the weak part, the midwall in the lining of the connecting-arch tunnel.

采用弹塑性三维有限元数值模拟计算分析的方法,对桐油山隧道浅埋、偏压地段结构稳定性进行了模拟分析,主要模拟了不同施工顺序对围岩及支护结构稳定性的影响,重点对连拱隧道整体衬砌中的薄弱环节-中墙进行了分析。

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