Skip to main content
Log in

A precursor of bedding rockslide: rock spalling in the key block triggered by tensile cracks

  • Original Paper
  • Published:
Bulletin of Engineering Geology and the Environment Aims and scope Submit manuscript

Abstract

A rock mass sliding along one controlling bedding plane is a shear failure that occurs under compressive stress. The failure mechanism is relevant to the propagation and coalescence of cracks in the rock bridge. A direct shear test was used to examined samples containing one preexisting crack to investigate the initiation, propagation, and coalescence of cracks. These cracking behaviors were analyzed by a charge-coupled device camera, the acoustic emission (AE), and a resistance strain gauge. Linear elastic fracture mechanics were applied to analyze the crack initiation in theory. In the study, the deformation and AE count rate were increased before failure. Simultaneously, shear spalling occurs in this process. This phenomenon shows that shear spalling is a precursor to failure. The spalling triggered by tensile cracks is similar to the in situ rock mass failure that explained the failure mechanism of the key block in the Jiweishan rockslide. The mechanical behavior shows that rockfalls induced by tensile cracks are a precursor to failure. Additionally, the degree of spalling is affected by the continuity factor of the preexisting crack. The failure modes are affected by normal stress and the preexisting crack length. This research provides theoretical support for predicting the stability of a bedding rock mass containing one key block.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16
Fig. 17

Similar content being viewed by others

References

  • Asadizadeh M, Moosavi M, Hossaini MF, Masoumi H (2018) Shear strength and cracking process of non-persistent jointed rocks: an extensive experimental investigation. Rock Mech Rock Eng 51(2):415–428

    Article  Google Scholar 

  • Brace WF, Paulding BW, Scholz C (1966) Dilatancy in the fracture of crystalline rocks. J Geophys Res 71(16):3939–3953

    Article  Google Scholar 

  • 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

    Article  Google Scholar 

  • Cen D, Huang D (2017) Direct shear tests of sandstone under constant normal tensile stress condition using a simple auxiliary device. Rock Mech Rock Eng 50(6):1425–1438

    Article  Google Scholar 

  • Chen HR, Qin SQ, Xue L, Yang BC, Zhang K (2018) A physical model predicting instability of rock slopes with locked segments along a potential slip surface. Eng Geol 242:34–43

    Article  Google Scholar 

  • Cheng Y, Wong LNY, Zou CJ (2015) Experimental study on the formation of faults from en-echelon fractures in Carrara marble. Eng Geol 195:312–326

    Article  Google Scholar 

  • Camones LAM, Vargas ED, de Figueiredo RP, Velloso RQ (2013) Application of the discrete element method for modeling of rock crack propagation and coalescence in the step-path failure mechanism. Eng Geol 153:80–94

    Article  Google Scholar 

  • Darlington WJ, Ranjith PG, Choi SK (2011) The effect of specimen size on strength and other properties in laboratory testing of rock and rock-like cementitious brittle materials. Rock Mech Rock Eng 44(5):513–529

    Article  Google Scholar 

  • Einstein HH, Veneziano D, Baecher GB, O’Reilly KJ (1983) The effect of discontinuity persistence an rock slope stability. Int J Rock Mech Min Sci Geomech Abstr 20(5):227–236

    Article  Google Scholar 

  • Eftekhari M, Baghbanan A, Hashemolhosseini H (2016) Crack propagation in rock specimen under compressive loading using extended finite element method. Arab J Geosci 9(2):145

    Article  Google Scholar 

  • Feng Z, Li B, Peng CQ, Wen CJ (2016) Initiation mechanism of the Jiweishan landslide in Chongqing, southwestern China. Environ Eng Geosci 22(4):341–351

    Article  Google Scholar 

  • Ghahramani N, Evans SG (2018) The 1985 earthquake-triggered north Nahanni rockslide, Northwest Territories, Canada: the co-seismic movement of a sedimentary rock mass conditioned by residual strength. Eng Geol 247:1–11

    Article  Google Scholar 

  • Gehle C, Kutter HK (2003) Breakage and shear behaviour of intermittent rock joints. Int J Rock Mech Min Sci 40(5):687–700

    Article  Google Scholar 

  • 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(5):677–693

    Google Scholar 

  • Ghazvinian A, Nejati HR, Sarfarazi V, Hadei MR (2013) Mixed mode crack propagation in low brittle rock-like materials. Arab J Geosci 6(11):4435–4444

    Article  Google Scholar 

  • Gerolymatou E, Triantafyllidis T (2016) Shearing of materials with intermittent joints. Rock Mech Rock Eng 49(7):2689–2700

    Article  Google Scholar 

  • Hoek E, Bieniawski ZT (1965) Brittle fracture propagation in rock under compression. Int J Fract 1(3):137–155

    Article  Google Scholar 

  • Huang D, Cen DF, Ma GW, Huang RQ (2015) Step-path failure of rock slopes with intermittent joints. Landslides 12(5):911–926

    Article  Google Scholar 

  • Huang RQ, Chen GQ, Guo F, Zhang GF, Zhang Y (2016) Experimental study on the brittle failure of the locking section in a large-scale rock slide. Landslides 13(3):583–588

    Article  Google Scholar 

  • Jennings JE (1970) A mathematical theory for the calculation of the stability of open cast mines. In: Proceedings of the symposium on theoretical background to the planning of open pit mines, Johannesburg p. 87–102

  • Kim H, Fukuda D, Lkezawa J, Moriya K, Cho SH, Kaneko K (2013) Dynamic fracture process analysis in rock-like materials for axisymmetric problem. Sci Technol Energ Mater 74(3–4):73–79

    Google Scholar 

  • Kukshenko V, Tomlin N, Damaskinskaya E, Lockner D (1996) A two-stage model of fracture of rocks. Pure Appl Geophys 146(2):253–264

    Article  Google Scholar 

  • Lajtai EZ (1969) Shear strength of weakness planes in rock. Int J Rock Mech Min Sci Geomech Abstr 6(5):499–515

    Article  Google Scholar 

  • Li HQ, Wong LNY (2014) Numerical study on coalescence of pre-existing flaw pairs in rock-like material. Rock Mech Rock Eng 47(6):2087–2105

    Article  Google Scholar 

  • Mughieda O, Omar MT (2008) Stress analysis for rock mass failure with offset joints. Geotech Geol Eng 26(5):543–552

    Article  Google Scholar 

  • Pommier S, Gravouil A, Combescure A, Moes N (2011) Extended finite element method for crack propagation. Wiley-ISTE, Hoboken

    Google Scholar 

  • Prudencio M, Jan MV (2007) Strength and failure modes of rock mass models with non-persistent joints. Int J Rock Mech Min Sci 44(6):890–902

    Article  Google Scholar 

  • Rosser N, Lim M, Petley D, Dunning S, Allison R (2007) Patterns of precursory rockfall prior to slope failure. J Geophys Res-Earth Surf 112(F4):F04014

    Article  Google Scholar 

  • Singh M, Rao KS (2005) Empirical methods to estimate the strength of jointed rock masses. Eng Geol 77:127–137

    Article  Google Scholar 

  • Tang CA, Wang WT, Fu YF, Xu XH (1998) A new approach to numerical method of modelling geological processes and rock engineering problems-continuum to discontinuum and linearity to nonlinearity. Eng Geol 49:207–214

    Article  Google Scholar 

  • Tharp TM, Coffin DT (1985) Field application of fracture mechanics analysis to small rock slopes. In: 26th U.S. symposium on rock mechanics. South Dakota

  • Tang HM, Zou ZX, Xiong CR, Wu YP, Hu XL, Wang LQ, Lu S, Criss RE, Li CD (2015) An evolution model of large consequent bedding rockslides, with particular reference to the Jiweishan rockslide in Southwest China. Eng Geol 186:17–27

    Article  Google Scholar 

  • Usefzadeh A, Yousefzadeh H, Salari-Rad H, Sharifzadeh M (2013) Empirical and mathematical formulation of the shear behavior of rock joints. Eng Geol 164:243–252

    Article  Google Scholar 

  • Vergara MR, Jan MV, Lorig L (2016) Numerical model for the study of the strength and failure modes of rock containing non-persistent joints. Rock Mech Rock Eng 49(4):1211–1226

    Article  Google Scholar 

  • Wong RHC, Chau KT (1998) Crack coalescence in a rock-like material containing two cracks. Int J Rock Mech Min Sci 35(2):147–164

    Article  Google Scholar 

  • Wang DJ, Tang HM, Elsworth D, Wang CY (2019) Fracture evolution in artificial bedded rocks containing a structural flaw under uniaxial compression. Eng Geol 250:130–141

    Article  Google Scholar 

  • Wong LNY, Einstein HH (2009) Crack coalescence in molded gypsum and Carrara marble: part 1. Macroscopic observations and interpretation. Rock Mech Rock Eng 42(3):475–511

    Article  Google Scholar 

  • Wong RHC, Chau KT, Tang CA, Lin P (2001a) Analysis of crack coalescence in rock-like materials containing three flaws—part I: experimental approach. Int J Rock Mech Min Sci 38(7):909–924

    Article  Google Scholar 

  • Walsh JB (1965) The effect of cracks on the compressibility of rock. J Geophys Res 70(2):381–389

    Article  Google Scholar 

  • Wong RHC, Leung WL, Wang SW (2001b) Shear strength studies on rock-like models containing arrayed open joints. Dc Rocks E U.s.symposium on Rock Mechanics

  • Wu LZ, Shao GQ, Huang RQ, He Q (2018) Overhanging rock: theoretical, physical and numerical modeling. Rock Mech Rock Eng 51(11):3585–3597

    Article  Google Scholar 

  • Xu Q, Fan XM, Huang RQ, Yin YP, Hou SS, Dong XJ, Tang MG (2010) A catastrophic rockslide-debris flow in Wulong, Chongqing, China in 2009: background, characterization and causes. Landslides 7(1):75–87

    Article  Google Scholar 

  • Xu T, Xu Q, Deng ML, Ma TH, Yang TH, Tang CA (2014) A numerical analysis of rock creep-induced slide: a case study from Jiweishan mountain, China. Environ Earth Sci 72(6):2111–2128

    Article  Google Scholar 

  • Xu J, Li ZX (2019) Crack propagation and coalescence of step-path failure in rocks. Rock Mech Rock Eng 52(4):965–979

    Article  Google Scholar 

  • Yang XX, Kulatilake PHSW (2019) Laboratory investigation of mechanical behavior of granite samples containing discontinuous joints through direct shear tests. Arab J Geosci 12(2):79

    Article  Google Scholar 

  • Yin YP, Sun P, Zheng M, Li B (2011) Mechanism on apparent dip sliding of oblique inclined bedding rockslide at Jiweishan, Chongqing, China. Landslides 8(1):49–65

    Article  Google Scholar 

  • Zhou XP, Chen JW (2019) Extended finite element simulation of step-path brittle failure in rock slopes with non-persistent en-echelon joints. Eng Geol 250:65–88

    Article  Google Scholar 

  • Zhang K, Cao P, Ma GW, Ren F, Li KH (2016a) Stability analysis of rock slope controlled by major geological discontinuities based on the extended kinematical element method. Rock Mech Rock Eng 49:2967–2975

    Article  Google Scholar 

  • Zhang M, McSaveney M, Shao H, Zhang CY (2018) The 2009 Jiweishan rock avalanche, Wulong, China: precursor conditions and factors leading to failure. Eng Geol 233:225–230

    Article  Google Scholar 

  • Zhao ZH, Yang J, Zhou D, Chen YF (2017) Experimental investigation on the wetting-induced weakening of sandstone joints. Eng Geol 225(SI):61–67

    Article  Google Scholar 

  • Zhurkov SN (1984) Kinetic concept of the strength of solids. Int J Fract 26(4):295–307

    Article  Google Scholar 

  • Zhang K, Cao P, Ma GW, Wang WH, Fan WC, Li KH (2016b) Strength, fragmentation and fractal properties of mixed flaws. Acta Geotech 11(4):901–912

    Article  Google Scholar 

  • Zou Z, Tang H, Xiong C, Su A, Criss RE (2017) Kinetic characteristics of debris flows as exemplified by field investigations and discrete element simulation of the catastrophic Jiweishan rockslide, China. Geomorphology 295:1–15

    Article  Google Scholar 

Download references

Funding

This work was supported by the National Key R&D Program of China (2017YFC1501301), the National Natural Science Foundation of China (Grant Nos. 41572283 and 41972284), the Funding of Science and Technology Office of Sichuan Province (Grant No. 2017TD0018) and the State Key Laboratory of Geohazard Prevention and Geoenvironment Protection Independent Research Project (SKLGP2018Z011).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Guoqing Chen.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Qin, C., Chen, G., Zhu, J. et al. A precursor of bedding rockslide: rock spalling in the key block triggered by tensile cracks. Bull Eng Geol Environ 79, 2513–2528 (2020). https://doi.org/10.1007/s10064-019-01703-y

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10064-019-01703-y

Keywords

Navigation