Abstract
Rock bridges are commonly encountered in rock engineering practices and play a significant role in the stabilization of rock masses. Under shear loading, they are supposed to provide resistance not only at before-failure stages, but also at after-failure stages, and this is not fully understood yet by now. To promote the solving of this problem, the present study tried to discover the geometric and mechanical properties of a shear-formed fracture occurring in a rock bridge between discontinuous open joints through laboratory experiments. After careful preparation of sandstone specimens containing discontinuous open joints, a series of direct shear tests were carried out under constant normal load (CNL) conditions. Once the rock bridge failed, another two sets of cyclic loading were subsequently applied to the specimen to examine the after-failure properties. The geometric properties of the newly formed fracture in rock bridge area, including undulating angle, fracture roughness, and fracture aperture, were systematically examined and analyzed with respect to the applied normal stress and joint persistence. Furthermore, the failure mode was dependent on the normal stress and joint persistence and also influenced the properties of the shear-formed fracture. Accordingly, different fracture types occurring to the rock bridges were summarized and described in terms of geometric morphology. The findings in present study would enhance our understanding of the influence of rock bridges, especially at after-failure stages, on engineering practices such as rock slopes.
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References
Bahaaddini M, Sharrock G, Hebblewhite BK (2013) Numerical investigation of the effect of joint geometrical parameters on the mechanical properties of a non-persistent jointed rock mass under uniaxial compression. Comput Geotech 49:206–225
Bahaaddini M, Hagan PC, Mitra R, Khosravi MH (2016) Experimental and numerical study of asperity degradation in the direct shear test. Eng Geol 204:41–52
Bandis S, Lumsden AC, Barton NR (1981) Scale effects on the shear behavior of rock joints. Int J Rock Mech Min Sci Geomech Abstr 18:1–21
Barton N, Choubey V (1977) The shear strength of rock joints in theory and practice. Rock Mech 10(1):1–54
Cui YF (2012) Direct shear failure of a synthetic rock containing discontinuous joints. Master thesis, University of Alberta, Edmonton, Alberta
Ge YF, Kulatilake PHSW, Tang HM, Xiong CG (2014) Investigation of natural rock joint roughness. Comput Geotech 55:290–305
GEO Landside studies (1991) Blast-induced rock slide at Shau Kei Wan. Geotechnical Engineering Office, Civil Engineering Department Hong Kong, Special Project Report, SPR 6/91, 1991
Ghazvinian A, Sarfarazi V, Schubert W, Blumel M (2012) A study of the failure mechanism of planar non-persistent open joints using PFC2D. Rock Mech Rock Eng 45:677–693
Haeri H, Sarfarazi V, Lazemi HA (2016) Experimental study of shear behavior of planar non-persistent joint. Comput Concret 17:639–653
Hencher SR (2013) Characterizing discontinuities in naturally fractured outcrop analogues and rock core: the need to consider fracture development over geological time. Advances in the study of fractured reserviors. Geol Soc Lond Spec Pibl 374:113–123
Hencher SR, Richards LR (2014) Assessing the shear strength of rock discontinuities at laboratory and field scales. Rock Mech Rock Eng 48:883–905
ISRM (1978) Suggested methods for the quantitative description of discontinuities in rock masses. Int J Rock Mech Min Sci 15:319–368
Jiang YJ, Li B, Tanabashi Y (2006) Estimating the relation between surface roughness and mechanical properties of rock joints. Int J Rock Mech Min Sci 43:837–846
Kulatilake PHSW, Um J (1999) Requirements for accurate quantification of self-affine roughness using the roughness-length method. Int J Rock Mech Min Sci 36:1–18
Kulatilake PHSW, Um J, Pan G (1998) Requirements for accurate quantification of self-affine roughness using the variogram method. Int J Solids Struct 35:4167–4189
Kulatilake PHSW, Balasingam P, Park J, Morgan R (2006) Natural rock joint roughness quantification through fractal techniques. Geotech Geol Eng 24:1182–1202
Lajtai EZ (1969) Shear strength of weakness planes in rock. Int J Rock Mech Min Sci Geomech Abstr 7:499–515
Lajtai EZ, Carter BJ, Duncan EJS (1994) En echelon crack-arrays in potash salt rock. Rock Mech Rock Eng 27:89–111
Paronuzzi P, Bolla A, Rigo E (2016) 3D stress-strain analysis of a failed limestone wedge influenced by an intact rock bridge. Rock Mech Rock Eng 49:3223–3242
Sarfarazi V, Ghazvinian A, Schubert W, Blumel M, Nejati HR (2014) Numerical simulation of the process of fracture of echelon rock joints. Rock Mech Rock Eng 47:1355–1371
Shang J, Hencher SR, West LJ (2016) Tensile strength of geological discontinuities including incipient bedding, rock joints and mineral veins. Rock Mech Rock Eng 49:4213–4225
Shang J, West LJ, Hencher SR, Zhao Z (2018a) Tensile strength of larger-scale incipient rock joints: a laboratory investigation. Acta Geotechnica 13:869–886
Shang J, West LJ, Hencher SR, Zhao Z (2018b) Geological discontinuity persistence: implication and quantification. Eng Geol 241:41–54
Tang ZC, Wong NYL (2016) New criterion for evaluating the peak shear strength of rock joints under different contact states. Rock Mech Rock Eng 49(4):1191–1199
Tse R, Cruden DM (1979) Estimating joint roughness coefficients. Int J Rock Mech Min Sci Geomech Abstr 16:303–307
Wang G, Zhang YZ, Jiang YJ, Liu PX, Guo YS, Liu JK, Ma M, Wang K, Wang SG (2018a) Shear behavior and acoustic emission characteristics of bolted rock joints with different roughness. Rock Mech Rock Eng 51(6):1885–1906
Wang G, Wang K, Wang S, Elsworth D, Jiang YJ (2018b) An improved permeability evolution model and its application in fractured sorbing media. J Natur Gas Sci Eng 56:222–232
Wang G, Zhang XP, Jinag YJ, Wu XZ, Wang SG (2016) Rate-dependent mechanical behavior of rough rock joints. Int J Rock Mech Min Sci 83:231–240
Wong RHC, Chau KT (1998) Crack coalescence in a rock-like material containing two cracks. Int J Rock Mech Min Sci 35:147–164
Wu XZ, Jiang YJ, Li B (2018a) Influence of joint roughness on the shear behavior of fully encapsulated rock bolt. Rock Mech Rock Eng 51:953–959
Wu Q, Xu YJ, Tang HM, Fang K, Jiang YF, Liu CY, Wang LQ, Wang XH, Kang JT (2018b) Investigation on the shear properties of discontinuities at the interface between different rock types in the Badong formation, China. Eng Geol 245:280–291
Yang XX, Kulatilake PHSW (2019) Laboratory investigation of mechanical behavior of granite samples containing discontinuous joints through direct shear tests. Arab J Geosci 12:79
Yang XX, Qiao WG (2018) Numerical investigation of the shear behavior of granite materials containing discontinuous joints by utilizing the flat-joint model. Comput Geotech 104:69–80
Yang XX, Kulatilake PHSW, Jing HW, Yang SQ (2015) Numerical simulation of a jointed rock block mechanical behavior adjacent to an underground excavation and comparison with physical model test results. Tunn Undergr Space Techn 50:129–142
Yang XX, Kulatilake PHSW, Chen X, Jing HW, Yang SQ (2016) Particle flow modeling of rock blocks with non-persistent open joints under uniaxial compression. Int J Geomech 16(6):04016020
Zhou KP, Liu TY, Hu ZX (2018) Exploration of damage evolution in marble due to lateral unloading using nuclear magnetic resonance. Eng Geol 244:75–85
Funding
The research reported in this manuscript was financially supported by the Natural Science Foundation of Shandong Province, China (Grant No. ZR2017BEE020). This research was also partially supported by the National Natural Science Foundation of China (Grant Nos. 51704183 and 51774192) and the Postdoctoral Science Foundation of China (Grant No. 2018M640646).
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Sun, PP., Yang, XX., Sun, DK. et al. Geometric and mechanical properties of a shear-formed fracture occurring in a rock bridge between discontinuous joints. Bull Eng Geol Environ 79, 1365–1380 (2020). https://doi.org/10.1007/s10064-019-01669-x
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DOI: https://doi.org/10.1007/s10064-019-01669-x