Numerical Study of Anisotropic Weakening Mechanism and Degree of Non-Persistent Open Joint Set on Rock Strength with Particle Flow Code
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-020-1482-3.pdf
Reference41 articles.
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2. Bahrani N, Kaiser PK, Valley B (2014) Distinct element method simulation of an analogue for a highly interlocked, non-persistently jointed rockmass. International Journal of Rock Mechanics and Mining Sciences 71:117–130, DOI: https://doi.org/10.1016/j.ijrmms.2014.07.005
3. Brady BHG, Brown ET (2013) Rock mechanics: For underground mining. Springer Science & Business Media, Berlin, Germany
4. Cao RH, Cao P, Fan X, Xiong XG, Lin H (2016) An experimental and numerical study on mechanical behavior of ubiquitous-joint brittle rock-like specimens under uniaxial compression. Rock Mechanics and Rock Engineering 49(11):4319–4338, DOI: https://doi.org/10.1007/s00603-016-1029-6
5. Chen P (2017) Effects of microparameters on macroparameters of flat-jointed bonded-particle materials and suggestions on trial-and-error method. Geotechnical and Geological Engineering 35(2):663–677, DOI: https://doi.org/10.1007/s10706-016-0132-5
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