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矿柱

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It is a key for a high level pillar mining's success to prevent backfill from being destroyed.

充填体不产生大规模破坏是高阶段矿柱成功回采的关键。

You can plant a Booby Trap on a Tiberium Spike.

您可以放置一个诡雷在泰矿柱上。

You can Booby Trap bridges and other neutral structures, but the only tech structure that requires 1 Booby Trap in the Tiberium Spike. Things like bridges and EMP Centers take 3+ Booby Traps to destroy them.

你可以在桥和其他中立建筑上设置诡雷,但是只有矿柱需要1颗诡雷就可以摧毁,其他建筑比如桥梁和EMP中心需要3+的诡雷才可以摧毁。

You can Booby Trap bridges and other neutral structures, but the only tech structure that requires 1 Booby Trap in the Tiberium Spike. Things like bridges and EMP Centers take 3 加 Booby Traps to destroy them.

您可以在桥和其祂中立建筑上设置诡雷,但是只有矿柱需要1颗诡雷就可以摧毁,其祂建筑例如桥梁和EMP中心需要3+得诡雷才可以摧毁。

The details are described as follows:Based on the principles of elasticity and plasticity mechanics theories, we finish an analysis of the stability near the 1150 horizontal jamb in theory and simulate the stress situation and the stability of the rock mass in the mining processes. Through the analysis on the numerical results and the types of the breakages in underground roadway we evaluate the stability and the security of this area and predict the possible breakages in the future.

具体内容包括:应用弹塑性力学的观点和方法,对二矿区1150中段水平矿柱附近区域的稳定性进行了理论分析,对矿区岩体在采矿过程中的受力状态和稳定性进行了计算机模拟,分析了工程布置区巷道破坏的原因和类型,并对水平矿柱矿体稳定性和采矿安全性进行了评估,对矿区将来可能发生的不利于生产的破坏形式进行了定性预测。

In this paper the distribution functions of pillar stress are given by kolmogorov goodness of fit test according to the data of the measured stress of pillars.The results show that the distribution functions of pillar stress are normal distribution N(μ,σ 2), and they are in accord with the conclusion drawn by Anderson and Darling goodness of fit test.

本文采用矿柱应力解除试验所测得的矿柱应力值,作为矿柱应力的抽样试验,利用柯尔莫哥洛夫检验法对其进行分布函数的拟合检验,并采用安德森与达林检验法进行了验证,获得了满意的结果。

In the recent years, with the increasing excavation depth and the truth of double-level mining, drifts were strongly deformed and severely damaged in the second mine block in the Jinchuan mine. Some drifts couldn't be used normally even being repaired for many times. The geostatic emergence is very obvious. The crevasses in the surface have been occurred and enlarged quickly.

近年来,金川主力矿山二矿区随着采掘深度的不断加深以及双中段回采,水平矿柱与垂直矿柱已经形成,其地压显现明显,巷道工程变形破坏严重,个别严重地段经多次返修都无法正常使用,地表裂缝出现并加速扩展,采场与充填体时有冒顶发生。

Base on the results of the stress measurement combining the engineering geological condition and the finite element tri-dimensional simulating to elementary study the stability problems of the horizontal and the vertical jambs.

在本文建立的地应力场的基础上,结合工程地质条件,利用有限元三维模拟分析,对水平矿柱与垂直矿柱的稳定性问题进行了初步研究。

These simulation analyses establish six digging schemes. The results of simulation indicate that the stress changes during the jambs excavation procedure. Also the six schemes compare with each other to determine the preferred scheme. The elementary judgment of the stability of the jambs during the excavation procedure and suggestions for the jambs excavation are made nowadays.

模拟分析制定了六种采掘比选方案,通过对六种方案的模拟及结果的研究对比,确定了优选方案,明确了矿柱开采过程中的应力变化情况,对矿柱在开采过程中的稳定性做出了初步判断,提出了现阶段进行矿柱开采的建设性意见。

In order to determine the optimal shape of interchamber pillars,seven models are established using finite element numerical simulation technique to study the influence of different orebody dip angles and different intersection angles between the normal lines of pillar wall and ore bed on pillar strain and stress .

本文采用有限元数值模拟技术,建立了七种模型,计算分析了不同矿体倾角及矿柱壁面与矿层面法线夹角的变化对矿柱应力应变状态的影响,从而确定出最佳的矿柱形状。

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