席宁, 梅钢, 徐能雄. 2019: 基于统计的岩石物理力学参数相关性研究. 工程地质学报, 27(s1): 425-430. DOI: 10.13544/j.cnki.jeg.2019092
    引用本文: 席宁, 梅钢, 徐能雄. 2019: 基于统计的岩石物理力学参数相关性研究. 工程地质学报, 27(s1): 425-430. DOI: 10.13544/j.cnki.jeg.2019092
    XI Ning, MEI Gang, XU Nengxiong. 2019: STUDY ON CORRELATIONOFROCK PHYSICAL AND MECHANICAL PARAMETERS BASED ON STATISTICS. JOURNAL OF ENGINEERING GEOLOGY, 27(s1): 425-430. DOI: 10.13544/j.cnki.jeg.2019092
    Citation: XI Ning, MEI Gang, XU Nengxiong. 2019: STUDY ON CORRELATIONOFROCK PHYSICAL AND MECHANICAL PARAMETERS BASED ON STATISTICS. JOURNAL OF ENGINEERING GEOLOGY, 27(s1): 425-430. DOI: 10.13544/j.cnki.jeg.2019092

    基于统计的岩石物理力学参数相关性研究

    STUDY ON CORRELATIONOFROCK PHYSICAL AND MECHANICAL PARAMETERS BASED ON STATISTICS

    • 摘要: 岩土体物理力学参数在土木建筑工程设计和施工当中尤为重要,既关乎工程建设的质量安全,也与结构设计选型、成本和工程进度密切相关。为将这些珍贵的参数数据资料充分应用到工程建设当中,本文整理了《岩石力学参数手册》中记录的火成岩、沉积岩和变质岩3大类岩石的物理力学参数数据,并对3大类岩石的干、湿抗压强度、吸水率、容重和弹性模量5项物理力学性质指标进行统计分析研究。统计结果表明:(1)岩石干、湿抗压强度、弹性模量、容重4项指标满足正态分布,岩石吸水率指标不满足正态分布;(2)岩石的干、湿抗压强度之间存在极强的线性关系;(3)岩石的抗压强度和弹性模量指标与岩石容重存在正相关关系,岩石抗压强度与岩石吸水率之间存在负相关关系。根据统计结果,基于岩石各项物理力学参数之间不同的关系建立不同的经验公式,进而为岩土工程建设提供参考。

       

      Abstract: Geotechnical physical and mechanical parameters are particularly important in the design and construction of civil engineering. They are not only related to the quality and safety of Engineering construction, but also closely related to the selection of structural design, cost and progress of engineering. In order to fully apply these precious data to engineering construction, In this paper, I sorted the data of physical and mechanical parameters of three types of rocks recorded in the Handbook of Rock Mechanics Parameters and analyzed the correlation between the five indexs of rock(the dry compressive strength, the wet compressive strength, bulk density, water absorption, elastic modulus) by means of mathematical statistics. The results show that:1)The dry and wet compressive strength, modulus of elasticity and bulk density of rockobey normal distribution; however, the water absorption index of rock does not obey normal distribution; 2)There is a strong linear relationship between dry and wet compressive strength of rock; 3)The compressive strength of rock is positively correlated with its elastic modulus and bulk density but negatively correlated with its water absorption. Finally, according to the statistical results, the empirical formulas among the strongly correlated parameters are established, which can provide references for geotechnical engineering construction.

       

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