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Applying ultrasonic waves to evaluate the volumetric block proportion of bimrocks

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Abstract

As a result of civilization, a lot of underground and surface structures have been constructed on or within complex rocks such as mélange and lahars. There are many engineering problems related to this group of rocks called block-in-matrix rocks (bimrock). In the literature, the more important parameter controlling the geomechanical characteristics of bimrocks is volumetric block proportion (VBP), and there is much uncertainty related to estimated VBP applying sieve or image analysis. So, in this research, to develop a relation between the VBP and ultrasonic wave velocities and find how the fractal dimension and maximum block size affect the P and S wave velocities, 90 large-scale cubic samples were fabricated and the P and S wave velocities were measured in three perpendicular directions inside the physical samples. The fabricated samples were almost isotropic, and there was a direct relation between ultrasonic wave velocities and VBP. The difference between the evaluated VBP and the real one was in the range of −10 to +15% when the real VBP was equal or less than 60% and up to +25% when the real VBP was equal to 75%. In general, the fractal dimension had an indirect relation with ultrasonic velocities and there was no dominant trend for ultrasonic wave velocity variation versus the maximum block size.

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References

  • Afifipour M, Moarefvand P (2014a) Experimental study of post-peak behavior of bimrocks with high rock block proportions. J Cent South Univ 21:761–767

    Article  Google Scholar 

  • Afifipour M, Moarefvand P (2014b) Mechanical behavior of bimrocks having high rock block proportion. Int J Rock Mech Min Sci 65:40–48

    Google Scholar 

  • Altınsoy H (2006) A physical based model investigation for determination of shear strength of block in matrix rocks. Hacettepe University, Geo Eng Dept, Ankara, MSc thesis

    Google Scholar 

  • American Society for Testing and Materials, ASTM C 192–88 (2007) Standard practice for making and curing concrete test specimens in the laboratory. ASTM International, West Conshohocken

    Google Scholar 

  • American Society for Testing and Materials, ASTM D2938-95 (2002) Standard test method for unconfined compressive strength of intact rock core specimens. ASTM International, West Conshohocken

    Google Scholar 

  • An LJ, Sammis CG (1994) Particle size distribution of cataclastic fault material from Southern California: a 3-D study. Pure Appl Geophys 143:203–227

    Article  Google Scholar 

  • Andriani GF, Walsh N (2002) Physical properties and textural parameters of calcarenitic rocks: qualitative and quantitative evaluations. Eng Geol 67(1):5–15

    Article  Google Scholar 

  • Archambault G, Daigneault R, Rouleau A, Tavchandjian O, (1990) Mechanics of shear zones and fault belts development by anastomosing patterns of fractures at all scales, Mechanics of jointed rock. Rossmanith (ed), Rotterdam: AA Balkema, pp197–204

  • Biegel RL, Sammis CG (1989) The frictional properties of a simulated gouge having a fractal particle distribution. J Struct Geol 11:827–846

    Article  Google Scholar 

  • Billi A, Storti F (2004) Fractal distributions of particle size in carbonate cataclastic rocks from the core of a regional strike slip fault. Tectonophysics 384:115–128

    Article  Google Scholar 

  • Boone SJ, Westland J, Busbridge JR, Garrod B (1998) Prediction of boulder obstructions. In: Proceedings tunnel and metropolises, Negro & Ferreira eds. AA Balkema, Rotterdam, pp 817–822

    Google Scholar 

  • Button E, Riedmüller G, Schubert W, Klima K, Medley E (2004) Tunnelling in tectonic melanges: accommodating the impacts of geomechanical complexities and anisotropic rock mass fabrics. B Eng Geol Environ 63(2):109–117

    Article  Google Scholar 

  • Coli N, Berry P, Boldini D (2011) In situ non-conventional shear tests for the mechanical characterisation of a bimrock. Int J Rock Mech Min Sci 48:95–102

    Article  Google Scholar 

  • Dong W, Pimentel E, Anagnostou G (2013) Experimental investigations into the mechanical behaviour of the breccias around the proposed gibraltar strait tunnel. Rock Mech Rock Eng 46:923–944

    Article  Google Scholar 

  • Gao W, Hu R, Oyediran AI, Li Z, Zhang X (2014) Geomechanical characterization of zhangmu soil-rock mixture deposit. Geotech Geol Eng 32:1329–1338

    Article  Google Scholar 

  • Goodman RE, Ahlgren CS (2000) Evaluating safety of concrete gravity dam on weak rock: Scott Dam. J Geotech Geoenviron 126(5):429–442

    Article  Google Scholar 

  • Graziani A, Rossini C, Rotonda T (2012) Characterization and DEM modeling of shear zones at a large dam foundation. Int J Geomech 12(6):648–664

    Article  Google Scholar 

  • Hadizadeh J, Johnson W (2003) Estimating local strain due to comminution in experimental cataclastic textures. J Struct Geol 25:1973–1979

    Article  Google Scholar 

  • Hecht CA, Bonsch C, Bauch E (2005) Relations of rock structure and composition to petrophysical and geomechanical rock properties: examples from Permocarboniferous red-beds. Rock Mech Rock Eng 38:197–216

    Article  Google Scholar 

  • Heilbronner R, Keulen N (2006) Grain size and grain shape analysis of fault rocks. Tectonophysics 427(1–4):199–216

    Article  Google Scholar 

  • Huang S, Ding X, Zhang Y, Cheng W (2015) Triaxial test and mechanical analysis of rock-soil aggregate sampled from natural sliding mass. Adv Mater Sci Eng. doi:10.1155/238095

    Google Scholar 

  • International Society for Rock Mechanics (1979) Suggested methods for determining the uniaxial compressive strength and deformability of rock materials: part 1. Suggested method for determining of the uniaxial compressive strength of rock materials. Int J Rock Mech Min Sci Geomech Abstr 16(2):137

    Article  Google Scholar 

  • Irfan TY, Tang KY (1993) Effect of the coarse fraction on the shear strength of colluvium in Hong Kong, Hong Kong Geotech Eng Office, TN 4/92

  • Jiang J, Xiang W, Rohn J, Schleier M, Pan J, Zhang W (2016) Research on mechanical parameters of coarse-grained sliding soil based on CT scanning and numerical tests. Landslides 13(5):1261–1272

    Article  Google Scholar 

  • Kahraman S, Alber M, Fener M, Gunaydin O (2008) Evaluating the geomechanical properties of Misis fault breccia (Turkey). Int J Rock Mech Min Sci 45:1469–1479

    Article  Google Scholar 

  • Lindquist ES, Goodman RE (1994) The strength and deformation properties of a physical model mélange. In: Nelson PP, Laubach SE, Austin TX (eds) Proceedings of the First North American Rock Mechanics Conference (NARMS). AA Balkema, Rotterdam

    Google Scholar 

  • Medley E (2001) Orderly characterization of chaotic Franciscan Melanges. Felsbau Rock Soil Eng 4:20–33

    Google Scholar 

  • Medley E (2002) Estimating block size distributions of mélanges and similar block-in matrix rocks (bimrocks). In: Hammah R, Bawden W, Curran J, Telesnicki M (eds) Proceedings of 5th North American Rock Mechanics Symposium (NARMS). University of Toronto Press, Toronto, Canada, pp 509–606

    Google Scholar 

  • Medley E, Lindquist ES (1995) The engineering significance of the scale independence of some Franciscan mélanges in California, USA. In: Daemen JK, Schultz RA (eds) Proceedings of the 35th US Rock Mechanics Symposium. AA Balkema, Reno, pp 907–914

    Google Scholar 

  • Medley E, Wakabayashi J (2004) Geological characterization of mélanges for practitioners. Felsbau Rock Soil Eng 22(5):10–18

    Google Scholar 

  • Medley EW (1994) PhD thesis. The engineering characterization of melanges and similar block-in-matrix rocks (bimrocks). University of California at Berkeley, California. UMI, Inc., Ann Arbor

  • Medley EW (1997) Uncertainty in estimates of block volumetric proportions in melange bimrock. In: Marinos PG, Koukis GC, Tsiambaos GC, Stournaras GC (eds) Proceedings of the international symposium on engineering geology and the environment. Balkema, Rotterdam, pp 267–272

    Google Scholar 

  • Medley EW, Zekkos D (2011) Geopractitioner approaches to working with antisocial mélanges. Geol S Am S 480:261–277

    Google Scholar 

  • Mort K, Woodcock NH (2008) Quantifying fault breccia geometry: Dent Fault, NW England. J Struct Geol 30:701–709

    Article  Google Scholar 

  • Ovesen NK (1997) Geotechnical aspects of the Storebaelt project. In: Proceedings of the 14th International Conference on Soil Mechanics and Foundation Engineering. AA Balkema, Hamburg, pp 2097–2014

    Google Scholar 

  • Proceq (2014) Operating instruction of Pundit lab+ ultrasonic instrument. Switzerland

  • Sanchidrian JA, Segarra P, Ouchterlony F, Lopez LM (2009) On the accuracy of fragment size measurement by image analysis in combination with some distribution functions. Rock Mech Rock Eng 42:95–116

    Article  Google Scholar 

  • Shafiei A, Dusseault MB (2008) Geomechanical properties of a conglomerate from Iran. In 42nd US Rock Mechanics Symposium and 2nd U.S.-Canada Rock Mechanics Symposium, San Francisco, ARMA 08-053

  • Shaorui S, Penglei X, Jimin W, Jihong W, Wengan F, Jin L, Kanungo DP (2014) A strength parameter identification and application of soil–rock mixture for steep-walled talus slopes in southwestern China. B Eng Geol Environ 73:123–140

    Article  Google Scholar 

  • Sonmez H, Kasapoglu KE, Coskun A, Tunusluglu C, Medley EW, Zimmerman RW (2009) A conceptual empirical approach for the overall strength of unwelded bimrocks. In ISRM Regional Symposium, Rock Engineering in Difficult Ground Condition, Soft Rock and Karst, Dubrovnik, Croatia

  • Tsesarsky M, Hazan M, Gal E (2016) Estimating the elastic moduli and isotropy of block in matrix (bim) rocks by computational homogenization. Eng Geol 200:58–65

    Article  Google Scholar 

  • Vallejo LE, Mawby R (2000) Porosity influence on the shear strength of granular material-clay mixtures. Eng Geol 58:125–136

    Article  Google Scholar 

  • Xie H, Pariseau WG (1993) Fractal character and mechanism of rock bursts. Int J Rock Mech Min Sci Geomech Abstr 30:343–350

    Article  Google Scholar 

  • Xu WJ, Xu Q, Hu RL (2011) Study on the shear strength of soil–rock mixture by large scale direct shear test. Int J Rock Mech Min Sci 48:1235–1247

    Article  Google Scholar 

  • Yasir E, Tolgay A (2010) Industrial use of conglomerate from the Kayranlik Mountains, Turkey. B Eng Geol Environ 69:583–586

    Article  Google Scholar 

  • Zhang LM, ASCE M, Li X (2010) Microporosity structure of coarse granular soils. J Geotech Geoeniron 136:1425–1436

    Article  Google Scholar 

  • Zhang S, Jiang L (2015) Soil/rock threshold of colluvial-deluvial soil-rock mixture based on numerical experiment. EJGE 20(2):761–776

    Google Scholar 

  • Zhang S, Tang H, Zhan H, Lei G, Cheng H (2015) Investigation of scale effect of numerical unconfined compression strengths of virtual colluvial–deluvial soil–rock mixture. Int J Rock Mech Min Sci 77:208–219

    Google Scholar 

  • Zhou JW, Yang XG, Yang ZH (2015) Determination methods for shear strength parameters of rock-soil mixtures using close range photogrammetric and 3D limit equilibrium theory. J Mt Sci 12(5):1068–1083

    Article  Google Scholar 

Download references

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Correspondence to Parviz Maarefvand.

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Mahdevari, S., Maarefvand, P. Applying ultrasonic waves to evaluate the volumetric block proportion of bimrocks. Arab J Geosci 10, 204 (2017). https://doi.org/10.1007/s12517-017-2999-8

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