崔雪婷, 邓夷明, 冯世清, 王亨林, 李元彪, 程宇星. 2020: 昔格达地层力学参数取值研究. 工程地质学报, 28(S1): 45-50. DOI: 10.13544/j.cnki.jeg.2020-320
    引用本文: 崔雪婷, 邓夷明, 冯世清, 王亨林, 李元彪, 程宇星. 2020: 昔格达地层力学参数取值研究. 工程地质学报, 28(S1): 45-50. DOI: 10.13544/j.cnki.jeg.2020-320
    CUI Xueting, DENG Yiming, FENG Shiqing, WANG Henglin, LI Yuanbiao, CHENG Yuxing. 2020: STUDY ON THE VALUES OF GEOTECHNICAL MECHANICAL PARAMETERS OF XIGEDA STRATUM. JOURNAL OF ENGINEERING GEOLOGY, 28(S1): 45-50. DOI: 10.13544/j.cnki.jeg.2020-320
    Citation: CUI Xueting, DENG Yiming, FENG Shiqing, WANG Henglin, LI Yuanbiao, CHENG Yuxing. 2020: STUDY ON THE VALUES OF GEOTECHNICAL MECHANICAL PARAMETERS OF XIGEDA STRATUM. JOURNAL OF ENGINEERING GEOLOGY, 28(S1): 45-50. DOI: 10.13544/j.cnki.jeg.2020-320

    昔格达地层力学参数取值研究

    STUDY ON THE VALUES OF GEOTECHNICAL MECHANICAL PARAMETERS OF XIGEDA STRATUM

    • 摘要: 总结以往攀枝花地区昔格达地层的特殊性质及其力学参数取值的问题,本文提出了该地层力学参数的合理取值范围,并提出了不同力学参数取值对工程的影响。以攀枝花某深基坑工程为实例,进行了昔格达地层原位剪切试验及其基本力学试验,发现其参数差异较大,合理的参数取值会极大地缩短工期,较少造价。通过理正深基坑软件计算抗剪强度参数变化引起的配筋变化,并对其力学参数取值变化引起的安全系数变化进行了敏感性分析,最终得出了黏聚力和内摩擦角取值的变化对工程的影响,证实了昔格达地层岩土力学参数在以往工程中取值的保守,并提出了昔格达地层合理的参数取值范围,达到节约工程造价、节省建设工期的目的,为类似工程提供了一定的借鉴经验。

       

      Abstract: According to the summary of the special properties belonging to Xigeda strata in Panzhihua area and the problem about its mechanical parameter values, this paper put forward the reasonable range of different mechanical parameter values of this strata, with the influence of mechanical parameter values on projects. Taking a deep foundation pit in Panzhihua as an example, we conducted the in-situ shear test and the basic mechanical test of Xigeda strata, and found out that the parameters varied greatly. The reasonable parameter values can significantly reduce the limit time and the cost. Additionally, we calculated the change of reinforcement caused by the change of shear strength parameters by LIZHENG deep foundation pit software, and conducted the sensitivity analysis on the change of safety factor caused by change of mechanical parameters. Based on that, we concluded the influence of the change of cohesion and internal friction angle on projects, then confirmed the geotechnical parameter values of Xigeda strata taken in previous projects was too conservative, and put forward the reasonable scope of parameter values of Xigeda strata, in order to save the cost and the limit time of projects, so as to provide a certain reference for similar projects.

       

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