Statistical evaluation of CERCHAR Abrasivity Index (CAI) measurement methods and dependence on petrographic and mechanical properties of selected rocks of Pakistan

Forty-six rock units selected from various locations of Pakistan comprising of igneous, sedimentary and metamorphic rocks were subject to a comprehensive laboratory testing program consisting of two parts. The first part included CERCHAR abrasivity tests and measurement of physical rock properties i...

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Published inBulletin of engineering geology and the environment Vol. 75; no. 3; pp. 1341 - 1360
Main Authors Majeed, Y., Abu Bakar, M. Z.
Format Journal Article
LanguageEnglish
Published Berlin/Heidelberg Springer Berlin Heidelberg 01.08.2016
Springer Nature B.V
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Abstract Forty-six rock units selected from various locations of Pakistan comprising of igneous, sedimentary and metamorphic rocks were subject to a comprehensive laboratory testing program consisting of two parts. The first part included CERCHAR abrasivity tests and measurement of physical rock properties including uniaxial compressive strength (UCS), Brazilian tensile strength (BTS), dry density, porosity, and P-wave velocity ( V p ). The second part involved petroghraphic thin section analyses of 40 selected abrasive and non-abrasive rock samples along with the determination of wear factors such as Schimazek’s F value and Rock Abrasivity Index (RAI). The CERCHAR abrasivity tests were conducted on sawn (CAI s ) and freshly broken (CAI fb ) rock surfaces employing top and side viewing methods for the measurement of wear flat of the stylus tip. This paper statistically confirms the previous work on the influence of wear flat measurement methods and rock surface conditions on the CERCHAR Abrasivity Index (CAI) values. It was found statistically that CAI s and CAI fb values measured from top view of the test stylus were 17 and 19 % higher, respectively, in comparison to CAI s and CAI fb values measured using side viewing stylus measurement technique. Further the correlations of CAI with RAI, Schimazek’s F value, petrographic, and physico-mechanical rock properties are also discussed.
AbstractList Forty-six rock units selected from various locations of Pakistan comprising of igneous, sedimentary and metamorphic rocks were subject to a comprehensive laboratory testing program consisting of two parts. The first part included CERCHAR abrasivity tests and measurement of physical rock properties including uniaxial compressive strength (UCS), Brazilian tensile strength (BTS), dry density, porosity, and P-wave velocity (V sub(p)). The second part involved petroghraphic thin section analyses of 40 selected abrasive and non-abrasive rock samples along with the determination of wear factors such as Schimazek's F value and Rock Abrasivity Index (RAI). The CERCHAR abrasivity tests were conducted on sawn (CAI sub(s)) and freshly broken (CAI sub(fb)) rock surfaces employing top and side viewing methods for the measurement of wear flat of the stylus tip. This paper statistically confirms the previous work on the influence of wear flat measurement methods and rock surface conditions on the CERCHAR Abrasivity Index (CAI) values. It was found statistically that CAI sub(s) and CAI sub(fb) values measured from top view of the test stylus were 17 and 19 % higher, respectively, in comparison to CAI sub(s) and CAI sub(fb) values measured using side viewing stylus measurement technique. Further the correlations of CAI with RAI, Schimazek's F value, petrographic, and physico-mechanical rock properties are also discussed.
Forty-six rock units selected from various locations of Pakistan comprising of igneous, sedimentary and metamorphic rocks were subject to a comprehensive laboratory testing program consisting of two parts. The first part included CERCHAR abrasivity tests and measurement of physical rock properties including uniaxial compressive strength (UCS), Brazilian tensile strength (BTS), dry density, porosity, and P-wave velocity (V p). The second part involved petroghraphic thin section analyses of 40 selected abrasive and non-abrasive rock samples along with the determination of wear factors such as Schimazek's F value and Rock Abrasivity Index (RAI). The CERCHAR abrasivity tests were conducted on sawn (CAIs) and freshly broken (CAIfb) rock surfaces employing top and side viewing methods for the measurement of wear flat of the stylus tip. This paper statistically confirms the previous work on the influence of wear flat measurement methods and rock surface conditions on the CERCHAR Abrasivity Index (CAI) values. It was found statistically that CAIs and CAIfb values measured from top view of the test stylus were 17 and 19 % higher, respectively, in comparison to CAIs and CAIfb values measured using side viewing stylus measurement technique. Further the correlations of CAI with RAI, Schimazek's F value, petrographic, and physico-mechanical rock properties are also discussed.
Forty-six rock units selected from various locations of Pakistan comprising of igneous, sedimentary and metamorphic rocks were subject to a comprehensive laboratory testing program consisting of two parts. The first part included CERCHAR abrasivity tests and measurement of physical rock properties including uniaxial compressive strength (UCS), Brazilian tensile strength (BTS), dry density, porosity, and P-wave velocity ( V p ). The second part involved petroghraphic thin section analyses of 40 selected abrasive and non-abrasive rock samples along with the determination of wear factors such as Schimazek’s F value and Rock Abrasivity Index (RAI). The CERCHAR abrasivity tests were conducted on sawn (CAI s ) and freshly broken (CAI fb ) rock surfaces employing top and side viewing methods for the measurement of wear flat of the stylus tip. This paper statistically confirms the previous work on the influence of wear flat measurement methods and rock surface conditions on the CERCHAR Abrasivity Index (CAI) values. It was found statistically that CAI s and CAI fb values measured from top view of the test stylus were 17 and 19 % higher, respectively, in comparison to CAI s and CAI fb values measured using side viewing stylus measurement technique. Further the correlations of CAI with RAI, Schimazek’s F value, petrographic, and physico-mechanical rock properties are also discussed.
Author Majeed, Y.
Abu Bakar, M. Z.
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Issue 3
Keywords Rock Abrasivity Index
Quartz content
Uniaxial compressive strength
Schimazek’s
CERCHAR Abrasivity Index
value
Brazilian tensile strength
Multiple regression
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ASTM-D7625-10 (2010) Standard test method for laboratory determination of abrasiveness of rock using the CERCHAR method. Amer Soc Test Mater Int 1–6. doi:10.1520/D7625-10
SchumacherLAuslegung und Einsatzbedingungen von Tunnelvortriebsmaschinen im Hartgestein. Felsbau, 22Essen (Glückauf)200432128
AtkinsonTCassapiVBSinghRNAssessment of abrasive wear resistance potential in rock excavation machineryInt J Min Geol Eng1986315116310.1007/BF01560672
Zum GahrKHMicrostructure and wear of metals1987Amsterdam PPElsevier560
Plinninger RJ, Kasling H, Thuro K (2004) Wear prediction in hard rock excavation using the CERCHAR Abrasiveness Index (CAI). In: Proceeding of the EUROCK and 53rd Geomechanics Colloquium, Schubert, pp 599–604
Bisschop F (1991) The analysis of a laboratory cutting and abrasion test to be applied in rock cutting dredging. Classified internal report, Memoirs of the Centre for Engineering Geology in the Netherlands. Delft University of Technology, pp 81–105
PlinningerRJKaslingHThuroKSpaunGTesting conditions and geomechanical properties influencing the CERCHAR abrasiveness index (CAI) valueInt J Rock Mech Min Sci20034025926310.1016/S1365-1609(02)00140-5
AlberMYaraliODahlFBrulandAKaslingHMichalakopoulosTNCarduMHaganPAydmHOzarslanAISRM suggested method for determining the abrasivity of rock by the CERCHAR abrasivity testRock Mech Rock Eng20144726126610.1007/s00603-013-0518-0
Abu BakarMZGertschLSRadial pick cutting performance in dry and saturated sandstoneSoc Min Metall Explor2012332396405
Bruland A (2000) Hard rock tunnel boring. PhD. Dissertation, vol. 3, Advance rate and cutter wear, Norwegian University of Sciences and Technology of Trondheim (NTNU), Report No. 1B-98
KhandelwalMRanjithPGCorrelating index properties of rocks with P-wave measurementsJ Appl Geophys2010711510.1016/j.jappgeo.2010.01.007
LabasMKrepelkaFIvanicovaLAssessment of abrasiveness for research of rock cuttingActa Montan Slovaca201216573
HairJFBlackWCBabinBJAndersonREMultivariate data analysis20097NewyorkPrentice Hall
Fowell RJ, Abu Bakar MZ (2007) A review of the Cerchar and LCPC rock abrasivity measurement methods. In Proceeding of the 11th Congress of the International Society for Rock Mechanics 155–160
Ghasemi AR (2010) Study of Cerchar abrasivity index and potential modifications for more consistent measurement of rock abrasion. M.Sc. Dissertation, Pennsylvania State University
Singh RN, Hassani FP, Elkington PJ (1983) The application of strength and deformation index testing to the stability assessment of coal measures excavation. In: Proceeding of the 24th US Symposium of Rock Mechanics, pp 599–609
YaraliOYasarEBacakGRanjithPGA study of rock abrasivity and tool wear in coal measures rocksInt J Coal Geol200874536610.1016/j.coal.2007.09.007
CERCHAR (1986) Centre d’Etudes et des Recherches des Charbonages de France. The CERCHAR abrasiveness index, CERCHAR, Verneuil
Abu Bakar MZ (2006) A critical review of rock abrasivity measurement methods. M.Sc. Dissertation, University of Leeds
Paschen D (1980) Petrographic and geomechanical characterization of Ruhr area carboniferous rocks for the determination of their wear behavior. PhD dissertation, Technische Unversitat Claustahl 202
MichalakopoulosTNAnagnostouVGBassanouMEPanagiotouGNThe influence of steel styli hardness on the Cerchar abrasiveness index valueInt J Rock Mech Min Sci20064332132710.1016/j.ijrmms.2005.06.009
SuanaMPetersTThe cerchar abrasivity index and its relation to rock mineralogy and petrographyRock Mech1982151710.1007/BF01239473
HamzabanMTMemarianHRostamiJContinuous monitoring of pin tip wear and penetration into rock surface using a new Cerchar abrasivity testing deviceRock Mech Rock Eng2013
SchimazekJKnatzHThe assessment of the cuttability of rocks by drag and roller bitsErtzmetall197029113119
KahramanSAlberMFenerMGunaydinOThe usability of Cerchar abrasivity index for the prediction of UCS and E of Misis Fault Breccia: regression and artificial neural analysisExpert Syst Appl2010378750875610.1016/j.eswa.2010.06.039
KennedyPA guide to econometrics20086OxfordWilley Blackwell
US Army Corps of Engineers. http://www.wes.army.mil/SL/MTC/handbook/RT/RTH/116-95.pdf. Accessed 15 May 2010
Gharahbagh EA, Rostami J, Ghasemi AR, Tonon F (2011) Review of rock abrasion testing. In: Proceeding of the 45th US Rock Mechanics/Geomechanics Symposium, pp 11–141
AL-AmeenSIWallerMDThe influence of rock strength and abrasive mineral content on the Cerchar Abrasivity IndexEng Geol19943629330110.1016/0013-7952(94)90010-8
Stanford J, Hagan P (2009) An assessment of the impact of stylus metallurgy on Cerchar abrasiveness index. In: Proceedings of the coal operators conference, pp 348–355
LymanRLongneckerMAn introduction to statistical methods and data analysis20106CanadaBrooks/Cole Cengage Learning
ISRMSuggested methods for determining the uniaxial compressive strength and deformability of rock materialsInt J Rocks Mech Min Sci Geomech197916135140
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M Alber (799_CR5) 2008; 23
ISRM (799_CR23) 1978; 15
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AH Deliormanli (799_CR15) 2012; 30
G West (799_CR56) 1989; 26
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M Alber (799_CR6) 2014; 47
ISRM (799_CR25) 1979; 16
M Karakus (799_CR30) 2005; 42
T Atkinson (799_CR9) 1986; 3
JF Hair (799_CR20) 2009
G West (799_CR55) 1986; 4
MT Hamzaban (799_CR21) 2013
RJ Plinninger (799_CR39) 2002; 17
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PNW Verhoef (799_CR52) 1997
J Schimazek (799_CR45) 1970; 29
M Labas (799_CR34) 2012; 1
P Kennedy (799_CR32) 2008
M Suana (799_CR49) 1982; 15
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TN Michalakopoulos (799_CR36) 2006; 43
KH Zum Gahr (799_CR59) 1987
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Snippet Forty-six rock units selected from various locations of Pakistan comprising of igneous, sedimentary and metamorphic rocks were subject to a comprehensive...
SourceID proquest
crossref
springer
SourceType Aggregation Database
Enrichment Source
Index Database
Publisher
StartPage 1341
SubjectTerms Adhesive wear
Civil engineering
Coal mining
Compressive strength
Cutting tools
Earth and Environmental Science
Earth Sciences
Flats
Foundations
Geoecology/Natural Processes
Geoengineering
Geological engineering
Geotechnical Engineering & Applied Earth Sciences
Grain size
Hydraulics
Laboratory tests
Measurement methods
Measurement techniques
Mechanical properties
Metamorphic rocks
Mining engineering
Mining industry
Nature Conservation
Original Paper
Pakistan
Porosity
Quartz
Rock properties
Shear strength
Styli
Tensile strength
Viewing
Wave velocity
Wear
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Title Statistical evaluation of CERCHAR Abrasivity Index (CAI) measurement methods and dependence on petrographic and mechanical properties of selected rocks of Pakistan
URI https://link.springer.com/article/10.1007/s10064-015-0799-5
https://www.proquest.com/docview/1813648962
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https://www.proquest.com/docview/1835633420
Volume 75
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