Numerical Modeling of Rock Blocks with Nonpersistent Rough Joints Subjected to Uniaxial Compressive and Shear Loadings

Author:

Asadizadeh Mostafa1ORCID,Moosavi Mahdi2,Hossaini Mohammad Farouq2,Hedayat Ahmadreza3,Sherizadeh Taghi4ORCID,Masoumi Hossein5ORCID

Affiliation:

1. Colorado School of Mines, 1500 Illinois St., Golden, CO 80401 (corresponding author). ORCID: .

2. School of Mining Engineering, College of Engineering, Univ. of Tehran, Tehran 1439957131, Iran.

3. Colorado School of Mines, 1500 Illinois St., Golden, CO 80401.

4. Dept. of Mining and Explosives Engineering, Missouri Univ. of Science and Technology, Rolla, MO 65409. ORCID: .

5. Dept. of Civil Engineering, Monash Univ., Melbourne, VIC 3800, Australia. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference82 articles.

1. Experimental study on cracking behaviour of moulded gypsum containing two non-parallel overlapping flaws under uniaxial compression

2. Amadei, B., and R. E. Goodman. 1981. “A 3D constitutive relation for fractured rock masses.” In Proc., Int. Symp. Mechanical Behaviour of Structured Media, 249–268. Ottawa: Elsevier Scientific.

3. Mechanical characterisation of jointed rock-like material with non-persistent rough joints subjected to uniaxial compression

4. Coupling Taguchi and Response Surface Methodologies for the Efficient Characterization of Jointed Rocks’ Mechanical Properties

5. Investigation of mechanical behaviour of non-persistent jointed blocks under uniaxial compression;Asadizadeh M.;Geomech. Eng.,2018

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