Nonlinear shear constitutive model for peak shear-type joints based on improved Harris damage function
Author:
Funder
Major Research Plan
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s43452-020-00097-z.pdf
Reference40 articles.
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2. Lin Q, Cao P, Cao R, Lin H, Meng J. Mechanical behavior around double circular openings in a jointed rock mass under uniaxial compression. Arch Civ Mech Eng. 2020;20:19. https://doi.org/10.1007/s43452-020-00027-z.
3. Lin H, Xiong Z, Liu T, Cao R, Cao P. Numerical simulations of the effect of bolt inclination on the shear strength of rock joints. Int J Rock Mech Min Sci. 2014;66:49–56. https://doi.org/10.1016/j.ijrmms.2013.12.010.
4. Goodman RE, Taylor RL, Brekke TL. A model for the mechanics of jointed rock. J Soil Mech Found Div. 1968;94:637–59.
5. Bandis SC, Lumsden AC, Barton NR. Fundamentals of rock joint deformation. Int J Rock Mech Min Sci Geomech Abstr. 1983;20:249–68.
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