• 计算结果表明速率、地基强度各向异性强度软化效应对于T型触仪的贯入阻力系数影响较大

    The results show that the effects of strain rate, anisotropy of soil strength and strain softening on T-bar factor are appreciably large.

    youdao

  • 采用孔压静力触CPTU测试资料进行工程分类时,在成分力学性状等相关性方面会产生很多不确定性

    A soil engineering classification derived from the piezocone penetration test(CPTU) involves the uncertainty of correlation between soil composition and soil mechanical behavior.

    youdao

  • 文摘应用应变动力试桩法确定极限承载力动力触领域中的一种方法

    Abstract: the application of high-strain dynamic tentative piling technique to determining limited bearing capacity of pile endpoint soil is a good method in the field of dynamic depth detection.

    youdao

  • 应用应变动力试桩法确定极限承载力动力触领域中的一种方法

    The application of high-strain dynamic tentative piling technique to determining limited bearing capacity of pile endpoint soil is a good method in the field of dynamic depth detection.

    youdao

  • 应用应变动力试桩法确定极限承载力动力触领域中的一种方法

    The application of high-strain dynamic tentative piling technique to determining limited bearing capacity of pile endpoint soil is a good method in the field of dynamic depth detection.

    youdao

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