JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTI ›› 2014, Vol. 31 ›› Issue (11): 51-55.DOI: 10.3969/j.issn.1001-5485.2014.11.0112014,31(11):51-55

• CHARACTERISTICS AND TESTS OF ROCK MECHANICS • Previous Articles     Next Articles

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

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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