• 本文根据边坡地质背景力学作用机制,抽象出了层边坡破坏力学模型

    Based on the geological background and mechanism, mechanical model of buckling failure for the consequent slope is given in this paper.

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  • 目的研究国人中的临床药效过程。

    Objective This study was designed to determine the clinical pharmacokinetics of cisatracurium in Chinese patients.

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  • 通过边坡岩体结构和后变形因素分析,提出了位移形式表示层状边坡溃破坏限值。

    The upper bound for buckling failure of bedding slope is derived in the form of displacement by researching buckling deformation factors.

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  • 通过边坡岩体结构和后变形因素分析,提出了位移形式表示层状边坡溃破坏限值。

    The upper bound for buckling failure of bedding slope is derived in the form of displacement by researching buckling deformation factors.

    youdao

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