长江科学院院报 ›› 2014, Vol. 31 ›› Issue (11): 51-55.DOI: 10.3969/j.issn.1001-5485.2014.11.0112014,31(11):51-55

• 岩石力学特性与试验 • 上一篇    下一篇

红层泥岩力学参数与声速相关性试验研究

谭新1,蒲瑜2,彭伟3   

  1. 1.长江科学院 重庆岩基研究中心,重庆 400026;
    2.重庆建筑工程职业学院 发展规划与科技处,重庆 400072;
    3.招商局重庆交通科研设计院有限公司 桥梁结构动力学国家重点试验室,重庆 400067
  • 收稿日期:2014-08-02 修回日期:2014-11-05 出版日期:2014-11-01 发布日期:2014-11-05
  • 作者简介:谭新(1981-),男,硕士研究生,工程师,主要从事岩石力学试验研究方面的工作。(电话)023-88192714(电子信箱)judertan@163.com。
  • 基金资助:
    中央级公益性科研院所基本科研业务费资助项目(CKSF2013039);重庆市教委科学技术研究项目(KJ133301)

Experimental Study on the Correlation between Mechanical Parameters of Red Mudstone and Acoustic Velocity

TAN Xin1,PU Yu2,PENG Wei3   

  1. 1.Chongqing Rock Foundation Research Center, Yangtze River Scientific Research Institute, Chongqing 400026, China;
    2.Department of Development Planning, Chongqing Architectural Engineering Vocational College, Chongqing 400072, China;
    3.State Key Laboratory of Bridge Engineering Structure Dynamics, Chongqing Communication Research &
    Design Institute Co., Ltd.,China Merchants Group, Chongqing 400067, China
  • Received:2014-08-02 Revised:2014-11-05 Online:2014-11-01 Published:2014-11-05

摘要: 声波在岩石中的传播速度与岩石强度、变形特性密切相关。以重庆红层地区的169个泥岩样品为研究对象,运用单轴抗压强度试验、单轴压缩变形试验及声速测试等方法进行对比试验研究,采用不同函数关系建立了红层泥岩单轴抗压强度R、弹性模量Ee与纵波声速VP的关系,比较分析认为红层泥岩采用二阶多项式表达它们的关系最佳,红层泥岩单轴抗压强度R与纵波声速VP经验关系为R=4.7×10-6×V2P-0.0234VP+33.771;Ee与纵波声速VP经验关系为Ee=0.0037×V2P-19.312V2P+27333。结合某工程地勘钻孔声波测试成果,运用建立的相关关系对岩体力学参数进行了计算分析,提出了该场地的单轴抗压强度建议值为5~6MPa,岩体弹性模量建议值为2000~3000MPa。

关键词: 红层泥岩, 声速, 单轴抗压强度, 弹性模量, 二阶多项式

Abstract: The velocity of acoustic wave propagation is closely related with rock mass strength and deformation characteristics. Uniaxial compressive strength tests, uniaxial compression tests and sound velocity test were conducted on 169 red mudstone samples from the red-layer region in Chongqing. Relationships between uniaxial compressive strength R, elastic modulus Ee and wave velocity VP are established by different functional relationships. Comparative analysis results show that their relationship expressed using second-order polynomial is the best. The empirical relationship between R and Vp could be expressed by R=4.7×10-6×V2P-0.023 4VP+33.771, and the relationship between Ee and Vp is Ee=0.003 7×V2P-19.312V2P+27 333. The rock mechanics parameters of an engineering example were calculated and analyzed by using the established relationships. It was found that the recommended value of uniaxial compressive strength of the example is 5-6 MPa, and the elastic modulus is 2 000-3 000 MPa.

Key words: red mudstone, acoustic velocity, uniaxial compression strength, elastic modulus, second-order polynomial

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