• 两个重要地区平均剪应力分布图提供了地学基本数据

    The distribution of average stress value for the two important regions provides basic data for Geology.

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  • 目前国内外技术标准均按平均剪应力概念方法进行设计存在严重不合理性潜在危险性

    At present, all internal and external technical standards adopt the concept and method of average shearing stress for engineering design. This may cause disadvantage and potential risk.

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  • 同时试验基础,推导得植树断面平均流速减小植物坝段剪应力计算公式。

    And base on the experiment, calculating formula of cross section mean velocity's reduction after planting and bed shears stress of vegetation dam block are established.

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  • 围绕断层扩展部位剪应力增量瓣式分布平均应力增量场呈象限分布。

    Around the propagating fault segment the disturbed stress field of maximum shear stress displays an eight petal pattern and that of mean stress displays a four quadrant pattern.

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  • 提出估计一个地区平均构造剪应力方法

    We have proposed a method to estimate average tectonic ambient shear stress value for a region.

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  • 如果保持相同剪应力初始有效平均正应力归一化的有效应力路径初始有效平均正应力的影响。

    The results indicate that the stress path is not affected by changing the initial effective mean stress if the shear stress ratio remains the same.

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  • 研究表明,多轴应力状态NEPE固体推进剂强度与应力相关面体剪应力平均应力增加非线性增加;NEPE推进剂的破坏强度随拉伸速率的增加而提高。

    The results show that strength of NEPE solid propellant under multi-axis stress state is related to strain; octahedral shear stress nonlinearly increases with the average main stress.

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  • 含水率初始平均应力对预剪应力作用下原状黄土初始剪切量具显著影响

    Water content wand initial average principal stress pm0 have significant influences on the initial dynamic shear modulus of undisturbed loess under the condition of pre-shearing stresses.

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  • 存在预剪应力作用时含水率初始平均应力原状黄土剪切影响程度降低

    The degrees of effects of water content wand initial average principal stress pm0 on the dynamic shear modulus of undisturbed loess reduce under the condition of pre-shearing stresses.

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  • 存在预剪应力作用时含水率初始平均应力原状黄土剪切影响程度降低

    The degrees of effects of water content wand initial average principal stress pm0 on the dynamic shear modulus of undisturbed loess reduce under the condition of pre-shearing stresses.

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