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surrounding rock相关的网络例句

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与 surrounding rock 相关的网络例句 [注:此内容来源于网络,仅供参考]

First, considering the volume expansion process of corroded bolt, the displacement model of mortar inner surface leaded by bolt corrosion is established after the loss of corrosion production is denoted by a filling factor. Second, based on elastic theory, the mortar cracking process is analyzed after the concept of influence coefficient of surrounding rock is introduced in the course of analyzing, and the degree of cracking course affected by surrounding rock parameter is also analyzed; the finite element method is adopted to verify the results.

考虑锚杆锈蚀体积膨胀过程,以填充系数表示砂浆开裂过程中锚杆锈蚀产物的损失,建立了锚杆锈蚀后砂浆内部位移模型,以弹性力学为基础,引入围岩参数影响系数概念,对锚杆锈蚀导致砂浆保护层开裂过程以及围岩参数对开裂过程的影响程度等进行了分析研究,并采用有限元分析方法对其进行了验证。

The observation results reveal the difference between surrounding rock pressures of shallow tunnel calculated by exiting methods and test results is large, pressure figure seems cat ear, surrounding rock pressure of deep tunnel belongs to clastic pressure, the test result is consistent with result by modified KAKE formula, the invert stress properties of shallow tunnel and deep tunnel are different, the axial force of lattice girder is at pressure in majority, and the stress of second lining is relatively small in loess highway tunnel.

实测结果表明:现有浅埋隧道围岩压力公式计算结果与实测结果偏差较大,其分布呈"猫耳朵"形状;深埋隧道围岩压力属形变压力,其实测值与修正卡柯公式计算结果较为一致;深埋与浅埋隧道中仰拱的受力性态有所不同;格栅拱钢筋轴力以受压为主;黄土公路隧道二次衬砌受力相对较小。

Based on the research results of modeling test and numerical analysis of surrounding rock deformation behavior of the full-face excavation tunnel in karst regions,the regular time-space curve model of surrounding rock deformation was proposed.

重庆交通学院河海工程系重庆400074,重庆交通学院河海工程系重庆400074摘要:运用相似模型试验和数值分析成果,分析岩溶区公路隧道在全断面开挖过程中的围岩变形特性。

The results show that the radial stress and tangential stress with considering the influence of seepage water pressure are larger than those without considering the influence, and this makes the plastic zone of surrounding rock expands. When the seepage factors of surrounding rock and liner are obviously different, they are not simplied as one and the same.

计算表明,当考虑渗透水压力作用时,围岩径向应力和切向应力都增大,并使围岩塑性区扩展;当隧洞围岩、衬砌材料的渗透系数差异显著时,不能简化为等渗透系数处理。

Based on the Inglis formula, which calculates the tangential stress of the surrounding rock of geological stress field in different circumstances, programme is developed to compute the corresponding tangential stress of the surrounding rock of several underground plants, for instance, Ertan project of Sichuan according to different directions of longitudinal axle.

从地下洞室周边切向应力的英格里公式出发,提出针对不同环境的地应力场进行地下厂房纵轴线方位优选的简便方法,并编程计算了四川二滩等多个地下厂房不同纵轴线方向所对应的洞室周边切向应力,分析不同纵轴线方向条件下洞室周边切向应力的极值,并与实际工程所选取的纵轴线方向所对应的切向应力值比较,讨论了工程所选纵轴线的合理性以及洞室周边应力的集中程度。

By the study, after the tunnel is timbered as the original designation, the plastic scope of the surrounding rock's distortion is controlled obviously, and the stability of surrounding rock is strengthened.

通过研究认为,隧道按原设计方案支护后,围岩的变形及塑性区范围得到明显控制,增强了长子面围岩的稳定性。

There are many influencing factors of roadway surrounding rock stability, and which have complexly nonlinear relationship with surrounding rock stability.

影响煤巷围岩稳定性的因素很多,这些因素与煤巷围岩稳定性之间呈现出一种非常复杂的非线性关系。

To several cavities,such as circular cavity、oval cavity and olivary cavity, anlyses surrounding rock stability,and expatiates major factors which impact tunnel surrounding rock stability and determinant gists by considering the chacteristics of large span and flat tunnel.

对几种常见洞室—圆形洞室、椭圆形洞室和卵形洞室开挖后的应力重分布进行了分析,并结合大跨扁平隧道的特点,阐述了影响隧道围岩稳定性主要因素与判定依据。

The application of smoothwall blasting in crushed surrounding rock of No.2 tunnel with crushed surrounding rock has obtained more satisfactory results through selecting rational blasting parameters,adopting right supporting method and controlling the overbreak or underbreak of the tunnel effectively,etc.

文摘:在周家山2号隧道破碎围岩施工中,应用光面爆破技术,通过选择合理的爆破参数,正确的支护施工方法,有效地控制隧道的超欠挖,加快掘进速度,取得了较理想的效果。

Because of terrains the unsymmetrically loading has an important effect on induced stress field of surrounding rock. So the bias tunnel makes a great difference in the stress field and plastic zone of surrounding rock.

由于地形关系产生的偏压作用对隧道开挖后的二次应力场产生了很大影响,由此产生了围岩的位移场和塑性区与一般隧道有很大不同。

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