• 提出弹性抗力系数计算方法一思路。

    And also the calculating method of elastic resistance coefficient is put forward.

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  • 提出弹性抗力系数计算方法这一思路。

    And also the calculating method of elastic resistance coefficient is put f...

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  • 指出,现有各种岩石抗力系数公式公式特例

    This paper points out various formulas of rock resistant factor are special cases of this formula.

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  • 分析地基动弹、地基抗力系数变化对管段接头力学性能影响

    It is shown that the change of dynamic modulus of elasticity and modulus of resistance of ground may affect the dynamic property of the tunnel joint.

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  • 岩体弹性抗力系数试验难度大,一般特大型水电工程隧洞进行

    The experiment on the elasticity resisting coefficient of rock mass is very difficult to be done, so it is conducted only in the pressure tunnel of oversize hydroelectric projects.

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  • 本文分析现有各种岩石抗力系数公式理论依据这些公式所具有计算模型

    This paper briefly reviews the computative theory of various formulas of rock resistant factor "k" and it's mechanical model.

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  • 基于莫尔—库仑屈服准则推导得出围岩抗力系数计算公式,具有较强实用价值

    Based on the Mohr-Column rule, the formula for calculating rock resistant coefficient is given in the paper, and the formula can be applied in kinds of rock conditions.

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  • 应变可以延长疲劳裂纹形成寿命提高疲劳裂纹形成的抗力系数裂纹形成当量应力门槛值

    The pre-straining prolonged the fatigue crack initiation life, and increased resistance coefficient and equivalent stress threshold of the fatigue crack initiation.

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  • 依据扁铲侧胀试验结果水平抗力系数比例系数进行了估算估算出桩水平承载力设计

    Based on dilatometer test result, the proportional coefficient of lateral resistance coefficient in pile's lateral soil, and the design value of single pile lateral bearing capacity is estimated.

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  • 对于高速铁路大断面黄土隧道严格设计计算而言,黄土隧道围岩弹性抗力系数变形压缩模量十分重要

    Elastic resistant coefficient, deformation and compressive moduli of surrounding rock in large-section loess tunnel are very important for design of tunnel.

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  • 作者结合岩石力学试验岩石强度理论抗滑桩岩质锚固段地基侧向抗力系数KH进行分析,并根据一定的变形观测位移分析法来为KH的取值一些探讨研究

    The writers also make some discussions and studies about the size of KH in the presence of deformation observations and displacement back analysis method.

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  • 作者结合岩石力学试验岩石强度理论抗滑桩岩质锚固段地基侧向抗力系数KH进行分析,并根据一定的变形观测位移分析法来为KH的取值一些探讨研究

    The writers also make some discussions and studies about the size of KH in the presence of deformation observations and displacement back analysis method.

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