A new Hoek-Brown-Matsuoka-Nakai failure criterion for rocks

被引：8
作者：
da Silva, M. Vicente [1 ]
Antao, A. N. [1 ]
机构：
[1] NOVA Univ Lisbon, Sch Sci & Technol, Dept Civil Engn, Campus Capar, P-2829516 Capar, Portugal
来源：
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES | 2023年 / 172卷
关键词：
Rock strength; Hoek-Brown criterion; Matsuoka-Nakai criterion; Three-dimensional failure; STRENGTH CRITERION;
D O I：
10.1016/j.ijrmms.2023.105602
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
In the current paper, we propose a new three-dimensional strength criterion for rocks expressed in terms of the first principal stress invariant, I1, and the second and third invariants of the deviatoric stress tensor, J2 and J3. The design of this constitutive model conjugates the characteristics of two of the most well-known and widely used criteria in geotechnical engineering: Hoek-Brown and Matsuoka-Nakai. Its material parameters can be calibrated based on conventional axisymmetric compression and extension tests. Experimental polyaxial test data from a dozen different rock types were used to validate the current criterion.
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页数：13
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共 18 条
  • [1] A Hoek-Brown criterion with intrinsic material strength factorization
    Benz, Thomas
    Schwab, Radu
    Kauther, Regina A.
    Vermeer, Pieter A.
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2008, 45 (02) : 210 - 222
  • [2] Observations on the extended Matsuoka-Nakai failure criterion
    Griffiths, D. V.
    Huang, Jinsong
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2009, 33 (17) : 1889 - 1905
  • [3] The Hoek-Brown failure criterion and GSI - 2018 edition
    Hoek, E.
    Brown, E. T.
    [J]. JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2019, 11 (03) : 445 - 463
  • [4] HOEK E, 1980, J GEOTECH ENG-ASCE, V106, P1013
  • [5] Hoek E., 2002, P 5 N AM ROCK MECH S, P267, DOI DOI 10.1016/J.IJRMMS.2005.06.005
  • [6] A three-dimensional Hoek-Brown failure criterion based on an elliptical Lode dependence
    Jiang, Hua
    Yang, Yang
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2020, 44 (18) : 2395 - 2411
  • [7] A simplified three-dimensional extension of Hoek-Brown strength criterion
    Li, Hangzhou
    Guo, Tong
    Nan, Yalin
    Han, Bo
    [J]. JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2021, 13 (03) : 568 - 578
  • [8] Lubliner J., 1990, Plasticity Theory, VVolume 528
  • [9] Applicability of a new modified explicit three-dimensional Hoek-Brown failure criterion to eight rocks
    Ma, Linjian
    Li, Zeng
    Wang, Mingyang
    Wu, Jiawen
    Li, Gan
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2020, 133 (133)
  • [10] Failure characteristics of two porous sandstones subjected to true triaxial stresses: Applied through a novel loading path
    Ma, Xiaodong
    Rudnicki, John W.
    Haimson, Bezalel C.
    [J]. JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 2017, 122 (04) : 2525 - 2540
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