• The reasonable confirmation of rock mass mechanical parameter is a fundamental job in rock slope mechanics and engineering.

    岩体力学参数的合理确定是岩石边坡工程中一项基础的工作。

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  • However, the calibration of the dimensionless stress intensity factor, which is an important mechanical parameter, is still in question.

    但是,该试样的重要力学参数即无量纲应力强度因子的标定尚有问题。

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  • The new roller type configuration theme is put forward and straightening system mechanical parameter and straightening power of this new theme is calculated.

    提出了新的辊系配置方案,并针对此种新的辊型配置方案,计算出了矫直系统力学参数及矫直功率。

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  • The problem of physical and mechanical parameter measurement in model is the main factor of restricting extensive application of similar simulation technique.

    模型物理力学参数测量问题是制约相似模拟技术推广应用的主要因素之一。

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  • The method of the equivalence of the mechanical parameter is also given based on the deformation regularity of the normal and shear fracture of the single fracture.

    在单一裂隙法向变形和剪切变形规律的基础上,给出其力学参数等效方法。

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  • In this paper, the currently difficult problems on rock mass mechanical parameter are carried out, which study results are applied to the slope engineering practice.

    本文针对当前岩体力学参数研究的难点进行了研究,并将研究成果应用到实际边坡工程中。

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  • Firstly, tensile experiment of PVDF-coated architecture membrane was conducted to obtain its tensile mechanical parameter under normal and low temperature environment.

    首先,对PVDF涂层建筑膜材进行拉伸试验,测定其在常温和低温环境下膜的拉伸力学性能参数。

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  • So it is instructive to obtain an accurate and reasonable mechanical parameter of these layers, especially in selecting a good dam base and evaluating the stability of the dam base.

    准确、合理的选取其力学参数对大坝建基面的选取及未来坝基抗滑稳定性具有重大意义。

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  • Because rock mass possesses heterogeneity, discontinuity and rheology property, there exists some problems on the choice of rock mass mechanical parameter of layer rock mass slope engineering.

    由于岩体具有不均匀性、不连续性和随时间变化的特性,目前在层状岩体边坡工程的岩体力学参数选取方面仍然存在一些问题。

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  • Because rock mass possesses heterogeneity, discontinuity and rheology property, there exists some problems on the choice of rock mass mechanical parameter of layer rock mass slope engineering.

    由于岩体具有不均匀性、不连续性和随时间变化的特性,目前在层状岩体边坡工程的岩体力学参数选取方面仍然存在一些问题。

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