Abstract
The main objective of this study was to establish statistical relationship between Schmidt hammer rebound numbers with impact strength index (ISI), slake durability index (SDI) and P-wave velocity. These are important properties to characterize a rock mass and are being widely used in geological and geotechnical engineering. Due to its importance, Schmidt hammer rebound number is considered as one of the most important property for the determination of other properties, like ISI, SDI and P-wave velocity. Determination of these properties in the laboratory is time consuming and tedious as well as requiring expertise, whereas Schmidt hammer rebound number can be easily obtained on site which in addition is non-destructive. So, in this study, an attempt has been made to determine these index properties in the laboratory and each index property was correlated with Schmidt hammer rebound values. Empirical equations have been developed to predict ISI, SDI and P-wave velocity using rebound values. It was found that Schmidt hammer rebound number shows linear relation with ISI and SDI, whereas exponential relation with P-wave velocity. To check the sensitivity of empirical relations, Student’s t test was done to verify the correlation between rebound values and other rock index properties.
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References
Aufmuth RE (1973) A systematic determination of engineering criteria for rocks. Bull Assoc Eng Geol 11:235–245
Cargill JS, Shakoor A (1990) Evaluation of empirical methods for measuring the uniaxial compressive strength of rock. Int J Rock Mech Min Sci Geomech Abstr 27:495–503
Deere DU, Miller RP (1966) Engineering classification and index properties for intact rocks. Tech Report Air Force Weapons Lab, New Mexico, No. AFNL-TR, 65–116
Ege JR, Miller DR, Danilchik W (1970) Schmidt hammer test method for field determination of physical properties of zeolitized tuff. E. S. Geological Survey Open-file report 1490. USGS, pp 40
Evans I, Pomeroy CD (1966) The strength, fracture and workability of coal. Pergamon Press, London
Franklin JA, Chandra R (1972) The slake durability test. Int J Rock Mech Min Sci 9:325–341
Ghose AK, Chakraborti S (1986) Empirical strength indices of Indian coals-an investigation. In: Proceedings of 27th US Symp on Rock Mechanics. Balkema, Rotterdam, pp 59–61
Haramy KY, De Marco MJ (1985) Use of Schmidt hammer for rock and coal testing. In: 26th US Symp on Rock Mechanics, 26–28 June, Rapid City, Balkema, Rotterdam, pp 549–555
Hobbs DW (1964) Rock compressive strength. Colliery Eng 41:287–292
ISRM (1981) Suggested methods for determining hardness and abrasiveness of rocks, Part 3. Commission on standardization of laboratory and field tests, pp 101–102
Kahraman S (2001) A correlation between P-wave velocity, number of joints and Schmidt hammer rebound number. Int J Rock Mech Min Sci 38:729–733
Kidybinski A (1980) Bursting liability indices of coal. Int J Rock Mech Min Sci Geomech Abstr 17:167–171
Kolaiti E, Papadopoulus Z (1993) Evaluation of Schmidt rebound hammer testing: a critical approach. Bull Int Assoc Eng Geol 48:69–76
Krishnamurthy P, Udas GR (1981) Regional geo-chemical characters of the Deccan Trap lavas and their genetic implications. In: Subbarao KV, Sukheswala RN (eds) Deccan volcanism. Mem Geol Soc Ind 3:394–418
McCarrol D (1991) Schmidt hammer, weathering and rock surface roughness. Earth Surf Process Land 16(5):477–480
Miller RP (1965) Engineering classification and index properties for intact rock. PhD Thesis, University of Illinois
O’Rourke JE (1989) Rock index properties for geo-engineering in underground development. Min Eng pp 106–110
Osborn EF (1959) Role of oxygen pressure in crystallization and differentiation of basaltic magma. Am J Sci 257:609–647
Paone J, Madson D, Bruce WE (1969) Drillability studies: laboratory percussive drilling. USBM RI, 7300
Rabia H, Brook W (1980) An empirical equation for drill performance prediction. In: Proceedings of the 21st US symposium on rock mechanics. Univ Missouri-Rolla, pp 103
RM IS (1979) Suggested method for determining water content, porosity, density, absorption and related properties and swelling and slake durability index properties. Int J Rock Mech Min Sci Geomech Abstr 16:141–156
Schmidt E (1951) A non-destructive concrete tester. Concrete 59(8):34–35
Sharma PK, Singh TN (2008) A correlation between P-wave velocity, impact strength index, slake durability index and uniaxial compressive strength. Bull Eng Geol Environ 67:17–22
Shorey PR, Barat D, Das MN, Mukherjee KP, Singh B (1984) Schmidt hammer rebound data for estimation of largescale in situ coal strength. Int J Rock Mech Min Sci Geomech Abstr 21:39–42
Singh RN, Hassani FP, Elkington PAS (1983) The application of strength and deformation index testing to the stability assessment of coal measures excavations. In: Proc 24th US Symp on Rock Mech, Texas A&M Univ, AEG, Balkema, Rotterdam, pp 599–609
Singh TN, Verma AK, Singh V, Sahu A (2004) Slake durability study of shaley rock and its predictions. Env Geol 47:246–252
Singh TN, Sarkar K, Bali R (2005) A geotechnical investigation of rocks of Amiyan landslide area, Kumaun Himalaya, Uttaranchal. Min Eng J 6(7):21–26
Sjoberg R, Broadbent N (1991) Measurement and calibration of weathering, using the Schmidt hammer on wave washed moraines on the upper Norrland Coast, Sweden. Earth Surf Process Land 16(1):57–64
Tandanand S, Unger HF (1975) Drillability determination: a drillability index of percussive drills. USBM RI, 8073
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Sharma, P.K., Khandelwal, M. & Singh, T.N. A correlation between Schmidt hammer rebound numbers with impact strength index, slake durability index and P-wave velocity. Int J Earth Sci (Geol Rundsch) 100, 189–195 (2011). https://doi.org/10.1007/s00531-009-0506-5
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DOI: https://doi.org/10.1007/s00531-009-0506-5