메뉴 건너뛰기




Volumn 97, Issue 1-2, 2008, Pages 80-90

Index properties and strength variation controlled by microstructure for sedimentary rocks

Author keywords

Index properties; Rock laboratory testing; Rock strength; Sedimentary rocks; Triaxial compressive strength; Uniaxial compressive strength

Indexed keywords

COMPACTION; COMPRESSIVE STRENGTH; MICROSTRUCTURE; MINERALOGY; PETROGRAPHY; STATISTICAL METHODS; STRUCTURE (COMPOSITION);

EID: 39549108100     PISSN: 00137952     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.enggeo.2007.12.004     Document Type: Article
Times cited : (184)

References (70)
  • 1
    • 0035416979 scopus 로고    scopus 로고
    • Investigation of a limestone pillar failure: Part 1. Geology, laboratory testing and numerical modelling
    • Alber M., and Heiland J. Investigation of a limestone pillar failure: Part 1. Geology, laboratory testing and numerical modelling. Rock Mech. Rock Eng. 34 3 (2001) 167-186
    • (2001) Rock Mech. Rock Eng. , vol.34 , Issue.3 , pp. 167-186
    • Alber, M.1    Heiland, J.2
  • 2
    • 0032737643 scopus 로고    scopus 로고
    • The porosity and engineering properties of vesicular basalt in Saudi Arabia
    • Al-Harthi A.A., Al-Amri R.M., and Shehata W.M. The porosity and engineering properties of vesicular basalt in Saudi Arabia. Eng. Geol. 54 (1999) 313-320
    • (1999) Eng. Geol. , vol.54 , pp. 313-320
    • Al-Harthi, A.A.1    Al-Amri, R.M.2    Shehata, W.M.3
  • 3
    • 39549111320 scopus 로고    scopus 로고
    • ASTM, 1986a. Standard test method of unconfined compressive strength of intact rock core specimens. ASTM Stand. 04.08 (D2938).
    • ASTM, 1986a. Standard test method of unconfined compressive strength of intact rock core specimens. ASTM Stand. 04.08 (D2938).
  • 4
    • 39549099177 scopus 로고    scopus 로고
    • ASTM, 1986b. Standard test method for triaxial compressive strength of undrained rock core specimens without pore pressure measurement. ASTM Stand. 04.08 (D2664).
    • ASTM, 1986b. Standard test method for triaxial compressive strength of undrained rock core specimens without pore pressure measurement. ASTM Stand. 04.08 (D2664).
  • 5
    • 39549122642 scopus 로고    scopus 로고
    • ASTM, 1993. Standard test method for elastic moduli of intact rock core specimens in uniaxial compression. ASTM Stand. 04.08 (D3148).
    • ASTM, 1993. Standard test method for elastic moduli of intact rock core specimens in uniaxial compression. ASTM Stand. 04.08 (D3148).
  • 6
    • 0001213946 scopus 로고
    • A systematic determination of engineering criteria for rocks
    • Aufmuth R.E. A systematic determination of engineering criteria for rocks. Bull. Assoc. Eng. Geol. 11 (1973) 235-245
    • (1973) Bull. Assoc. Eng. Geol. , vol.11 , pp. 235-245
    • Aufmuth, R.E.1
  • 7
    • 24644521532 scopus 로고    scopus 로고
    • The Schmidt hammer in rock material characterization
    • Aydin A., and Basu A. The Schmidt hammer in rock material characterization. Eng. Geol. 81 (2005) 1-14
    • (2005) Eng. Geol. , vol.81 , pp. 1-14
    • Aydin, A.1    Basu, A.2
  • 8
    • 0017981259 scopus 로고
    • Physical and mechanical properties of the Fell sandstones, Northumberland, England
    • Bell F.G. Physical and mechanical properties of the Fell sandstones, Northumberland, England. Eng. Geol. 12 1 (1978) 1-29
    • (1978) Eng. Geol. , vol.12 , Issue.1 , pp. 1-29
    • Bell, F.G.1
  • 9
    • 0032767351 scopus 로고    scopus 로고
    • The petrographic and geomechanical properties of sandstones from the Newspaper Member of the Natal Group near Durban, South Africa
    • Bell F.G., and Lindsay P. The petrographic and geomechanical properties of sandstones from the Newspaper Member of the Natal Group near Durban, South Africa. Eng. Geol. 53 (1999) 57-81
    • (1999) Eng. Geol. , vol.53 , pp. 57-81
    • Bell, F.G.1    Lindsay, P.2
  • 10
    • 0016482920 scopus 로고
    • Point load test in geotechnical practice
    • Bieniawski Z.T. Point load test in geotechnical practice. Eng. Geol. 1 (1975) 1-11
    • (1975) Eng. Geol. , vol.1 , pp. 1-11
    • Bieniawski, Z.T.1
  • 12
    • 0022045403 scopus 로고
    • The equivalent core diameter method of size and shape correction in point load test
    • Brook N. The equivalent core diameter method of size and shape correction in point load test. Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 22 (1985) 61-70
    • (1985) Int. J. Rock Mech. Min. Sci. Geomech. Abstr. , vol.22 , pp. 61-70
    • Brook, N.1
  • 14
    • 0018061538 scopus 로고
    • Engineering grading of weathered granite
    • Dearman W.R., Baynes E.J., and Irfan T.Y. Engineering grading of weathered granite. Eng. Geol. 12 (1978) 345-374
    • (1978) Eng. Geol. , vol.12 , pp. 345-374
    • Dearman, W.R.1    Baynes, E.J.2    Irfan, T.Y.3
  • 15
    • 0009665266 scopus 로고
    • Assessment of the degree of weathering in granite using petrographic and physical index tests
    • Unesco, Paris paper 2.3.
    • Dearman W.R., and Irfan T.Y. Assessment of the degree of weathering in granite using petrographic and physical index tests. Proc. Int. Symp. on Deterioration and Protection of Stone Monuments (1978), Unesco, Paris 1-35 paper 2.3.
    • (1978) Proc. Int. Symp. on Deterioration and Protection of Stone Monuments , pp. 1-35
    • Dearman, W.R.1    Irfan, T.Y.2
  • 16
    • 0003966631 scopus 로고
    • Engineering classification and index properties for intact rocks
    • University of Illinois, Urbana 229p
    • Deere D.U., and Miller R.P. Engineering classification and index properties for intact rocks. Tech. Rep. No. AFWL-TR-65-116 (1967), University of Illinois, Urbana 229p
    • (1967) Tech. Rep. No. AFWL-TR-65-116
    • Deere, D.U.1    Miller, R.P.2
  • 17
    • 0022676107 scopus 로고
    • Geotechnical properties of weak sandstone
    • Dobereiner L., and De Freitas M.H. Geotechnical properties of weak sandstone. Geotechnique 36 1 (1986) 79-94
    • (1986) Geotechnique , vol.36 , Issue.1 , pp. 79-94
    • Dobereiner, L.1    De Freitas, M.H.2
  • 20
    • 23844534738 scopus 로고    scopus 로고
    • A comparative evaluation of indirect methods to estimate the compressive strength of rocks
    • Fener M., Kahraman S., Bilgil A., and Gunaydin O. A comparative evaluation of indirect methods to estimate the compressive strength of rocks. Rock Mech. Rock Eng. 38 4 (2005) 329-343
    • (2005) Rock Mech. Rock Eng. , vol.38 , Issue.4 , pp. 329-343
    • Fener, M.1    Kahraman, S.2    Bilgil, A.3    Gunaydin, O.4
  • 21
    • 0000861732 scopus 로고
    • Spectral subdivision of limestone types, classification of carbonate rocks
    • Folk R.L. Spectral subdivision of limestone types, classification of carbonate rocks. Symp. Am. Assoc. Petrol. Geol. 1 (1962) 62-84
    • (1962) Symp. Am. Assoc. Petrol. Geol. , vol.1 , pp. 62-84
    • Folk, R.L.1
  • 22
    • 0025660580 scopus 로고
    • Effect of grain size on brittle and semibrittle strength: implications for micromechanical modelling of failure in compression
    • Fredrich J.T., Evans B., and Wong T.F. Effect of grain size on brittle and semibrittle strength: implications for micromechanical modelling of failure in compression. J. Geophys. Res. 95 B7 (1990) 10901-10920
    • (1990) J. Geophys. Res. , vol.95 , Issue.B7 , pp. 10901-10920
    • Fredrich, J.T.1    Evans, B.2    Wong, T.F.3
  • 24
    • 0342749343 scopus 로고    scopus 로고
    • Weathering effects on the strength and deformational behaviour of crystalline rocks under uniaxial compression state
    • Gupta A.S., and Seshagiri Rao K. Weathering effects on the strength and deformational behaviour of crystalline rocks under uniaxial compression state. Eng. Geol. 56 (2000) 257-274
    • (2000) Eng. Geol. , vol.56 , pp. 257-274
    • Gupta, A.S.1    Seshagiri Rao, K.2
  • 26
    • 0031190629 scopus 로고    scopus 로고
    • The influence of grain size and porosity on crack initiation stress and critical flaw length in dolomites
    • Hatzor Y.H., and Palchik V. The influence of grain size and porosity on crack initiation stress and critical flaw length in dolomites. Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 34 5 (1997) 805-816
    • (1997) Int. J. Rock Mech. Min. Sci. Geomech. Abstr. , vol.34 , Issue.5 , pp. 805-816
    • Hatzor, Y.H.1    Palchik, V.2
  • 27
    • 0032169027 scopus 로고    scopus 로고
    • A microstructure-based failure criterion for Aminadav dolomites
    • Hatzor Y.H., and Plachik V. A microstructure-based failure criterion for Aminadav dolomites. Int. J. Rock Mech. Min. Sci. 35 (1998) 797-805
    • (1998) Int. J. Rock Mech. Min. Sci. , vol.35 , pp. 797-805
    • Hatzor, Y.H.1    Plachik, V.2
  • 29
    • 0019246772 scopus 로고
    • Application of point load index test to strength determination of rock and proposals for new size-correction chart
    • University of Missouri Press
    • Hassani F.P., Scoble M.J., and Whittaker B.N. Application of point load index test to strength determination of rock and proposals for new size-correction chart. Proc. of the 21st U.S. Symp. on Rock Mech. Rolla (1980), University of Missouri Press 543-564
    • (1980) Proc. of the 21st U.S. Symp. on Rock Mech. Rolla , pp. 543-564
    • Hassani, F.P.1    Scoble, M.J.2    Whittaker, B.N.3
  • 31
    • 0002947794 scopus 로고
    • The Hoek-Brown failure criterion - a 1988 update
    • University of Toronto, Toronto
    • Hoek E., and Brown E.T. The Hoek-Brown failure criterion - a 1988 update. Proc. 15th Canadian Rock Mech. Symp (1988), University of Toronto, Toronto 31-38
    • (1988) Proc. 15th Canadian Rock Mech. Symp , pp. 31-38
    • Hoek, E.1    Brown, E.T.2
  • 36
    • 0022238561 scopus 로고
    • Engineering geological investigations for pile foundation on a deeply weathered granitic rock in Hong Kong
    • Irfan T.Y., and Powell G.E. Engineering geological investigations for pile foundation on a deeply weathered granitic rock in Hong Kong. Bull. Assoc. Eng. Geol. 32 (1985) 67-80
    • (1985) Bull. Assoc. Eng. Geol. , vol.32 , pp. 67-80
    • Irfan, T.Y.1    Powell, G.E.2
  • 37
    • 39549104141 scopus 로고    scopus 로고
    • ISRM Suggested Methods, 1981. Rock Characterization Testing and Monitoring. Pergamon, Oxford, pp. 113-116 and 123-127.
    • ISRM Suggested Methods, 1981. Rock Characterization Testing and Monitoring. Pergamon, Oxford, pp. 113-116 and 123-127.
  • 39
    • 1842628617 scopus 로고    scopus 로고
    • Influence of petrographic parameters on geotechnical properties of tertiary sandstones from Taiwan
    • Jeng F.S., Weng M.C., Lin M.L., and Huang T.H. Influence of petrographic parameters on geotechnical properties of tertiary sandstones from Taiwan. Eng. Geol. 73 (2004) 71-91
    • (2004) Eng. Geol. , vol.73 , pp. 71-91
    • Jeng, F.S.1    Weng, M.C.2    Lin, M.L.3    Huang, T.H.4
  • 40
    • 0035492232 scopus 로고    scopus 로고
    • Evaluation of simple methods for assessing the uniaxial compressive strength of rock
    • Kahraman S. Evaluation of simple methods for assessing the uniaxial compressive strength of rock. Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 38 (2001) 981-994
    • (2001) Int. J. Rock Mech. Min. Sci. Geomech. Abstr. , vol.38 , pp. 981-994
    • Kahraman, S.1
  • 41
    • 18644368971 scopus 로고    scopus 로고
    • The effect of porosity on the relation between uniaxial compressive strength and point load index
    • Kahraman S., Gunaydin O., and Fener M. The effect of porosity on the relation between uniaxial compressive strength and point load index. Int. J. Rock Mech. Min. Sci. 42 (2005) 584-589
    • (2005) Int. J. Rock Mech. Min. Sci. , vol.42 , pp. 584-589
    • Kahraman, S.1    Gunaydin, O.2    Fener, M.3
  • 43
    • 0001929562 scopus 로고    scopus 로고
    • GSI-a geologically friendly tool for rock mass strength estimation
    • Technomic Publishing Co., Inc., Pennsylvania
    • Marinos P., and Hoek E. GSI-a geologically friendly tool for rock mass strength estimation. Proc. GeoEng2000 Conf., Melbourne. Invited Papers vol.1 (2000), Technomic Publishing Co., Inc., Pennsylvania 1422-1440
    • (2000) Proc. GeoEng2000 Conf., Melbourne. Invited Papers , vol.1 , pp. 1422-1440
    • Marinos, P.1    Hoek, E.2
  • 44
    • 0034753123 scopus 로고    scopus 로고
    • Estimating the geotechnical properties of heterogeneous rock masses such as flysch
    • Marinos P., and Hoek E. Estimating the geotechnical properties of heterogeneous rock masses such as flysch. Bull. Eng. Geol. Environ. 60 (2001) 85-92
    • (2001) Bull. Eng. Geol. Environ. , vol.60 , pp. 85-92
    • Marinos, P.1    Hoek, E.2
  • 45
    • 33846169045 scopus 로고    scopus 로고
    • Correlation between petrographic characteristics and failure duration in clastic rocks
    • Meng J., and Pan J. Correlation between petrographic characteristics and failure duration in clastic rocks. Eng. Geol. 89 (2007) 258-265
    • (2007) Eng. Geol. , vol.89 , pp. 258-265
    • Meng, J.1    Pan, J.2
  • 46
    • 39549121347 scopus 로고    scopus 로고
    • Miller, R.P., 1965. Engineering classification and index properties for intact rock. Ph.D. Thesis, University of Illinois.
    • Miller, R.P., 1965. Engineering classification and index properties for intact rock. Ph.D. Thesis, University of Illinois.
  • 47
    • 0000080146 scopus 로고
    • Grain size dependence of yield stress in marble
    • Olsson W.A. Grain size dependence of yield stress in marble. J. Geophys. Res. 79 32 (1974) 4859-4862
    • (1974) J. Geophys. Res. , vol.79 , Issue.32 , pp. 4859-4862
    • Olsson, W.A.1
  • 48
    • 0000797363 scopus 로고
    • Relation between texture and mechanical properties of crystalline rocks
    • Onodera T.F., and Kumara H.M. Relation between texture and mechanical properties of crystalline rocks. Bull. Assoc. Eng. Geol. 22 (1980) 173-177
    • (1980) Bull. Assoc. Eng. Geol. , vol.22 , pp. 173-177
    • Onodera, T.F.1    Kumara, H.M.2
  • 49
    • 0024606410 scopus 로고
    • Rock index properties for geoengineering in underground development
    • O'Rourke J.E. Rock index properties for geoengineering in underground development. Min. Eng. (1989) 106-110
    • (1989) Min. Eng. , pp. 106-110
    • O'Rourke, J.E.1
  • 50
    • 0036501369 scopus 로고    scopus 로고
    • Crack damage stress as a composite function of porosity and elastic matrix stiffness in dolomites and limestones
    • Palchik V., and Hatzor Y.H. Crack damage stress as a composite function of porosity and elastic matrix stiffness in dolomites and limestones. Eng. Geol. 63 (2002) 233-245
    • (2002) Eng. Geol. , vol.63 , pp. 233-245
    • Palchik, V.1    Hatzor, Y.H.2
  • 51
    • 39549085437 scopus 로고    scopus 로고
    • Papanakli, S., 2007. Mechanical parameters of the rock material and their application to the rock mass strength and deformability estimation. Ph. D. Thesis, University of Patras, Greece, 374 p.
    • Papanakli, S., 2007. Mechanical parameters of the rock material and their application to the rock mass strength and deformability estimation. Ph. D. Thesis, University of Patras, Greece, 374 p.
  • 52
    • 0035386105 scopus 로고    scopus 로고
    • Some microstructural aspects of strength variation in rocks
    • Prikryl R. Some microstructural aspects of strength variation in rocks. Int. J. Rock Mech. Min. Sci. 38 (2001) 671-682
    • (2001) Int. J. Rock Mech. Min. Sci. , vol.38 , pp. 671-682
    • Prikryl, R.1
  • 53
    • 0035386099 scopus 로고    scopus 로고
    • Shear strength response of some geological materials in triaxial compression
    • Ramamurthy T. Shear strength response of some geological materials in triaxial compression. Int. J. Rock Mech. Min. Sci. 38 (2001) 683-697
    • (2001) Int. J. Rock Mech. Min. Sci. , vol.38 , pp. 683-697
    • Ramamurthy, T.1
  • 54
    • 0000489796 scopus 로고
    • Experimental study of the strength of rocks
    • Robertson E.C. Experimental study of the strength of rocks. Bull. Geol. Soc. Am. 66 (1995) 1275-1314
    • (1995) Bull. Geol. Soc. Am. , vol.66 , pp. 1275-1314
    • Robertson, E.C.1
  • 55
    • 0033277774 scopus 로고    scopus 로고
    • Correlation between uniaxial compressive and point-load (Franklin test) strengths for different rock classes
    • Balkema, Rotterdam
    • Romana M. Correlation between uniaxial compressive and point-load (Franklin test) strengths for different rock classes. Proc. 9th ISRM Cong. vol. 1 (1999), Balkema, Rotterdam 673-676
    • (1999) Proc. 9th ISRM Cong. , vol.1 , pp. 673-676
    • Romana, M.1
  • 57
    • 0025593320 scopus 로고
    • Correlating Schmidt hardness with compressive strength and Young's modulus of carbonate rocks
    • Sachpazis C.I. Correlating Schmidt hardness with compressive strength and Young's modulus of carbonate rocks. Bull. Assoc. Eng. Geol. 42 (1990) 75-83
    • (1990) Bull. Assoc. Eng. Geol. , vol.42 , pp. 75-83
    • Sachpazis, C.I.1
  • 58
    • 0020603808 scopus 로고
    • The application of strength and deformation index testing to the stability assessment of coal measures excavations
    • AEG, Balkema, Rotterdam
    • Singh R.N., Hassani F.P., and Elkington P.A.S. The application of strength and deformation index testing to the stability assessment of coal measures excavations. Proc. 24th U.S. Symp. on Rock Mech. Texas A and M Univ (1983), AEG, Balkema, Rotterdam 599-609
    • (1983) Proc. 24th U.S. Symp. on Rock Mech. Texas A and M Univ , pp. 599-609
    • Singh, R.N.1    Hassani, F.P.2    Elkington, P.A.S.3
  • 60
    • 76749154754 scopus 로고    scopus 로고
    • Scale effects in rock properties: Part 2. Point load test and point load strength index
    • Sarkka P., and Eloranta P. (Eds), Swets and Zeitlinger, Lisse
    • Thuro K., and Plinninger R.J. Scale effects in rock properties: Part 2. Point load test and point load strength index. In: Sarkka P., and Eloranta P. (Eds). EUROCK (2001), Swets and Zeitlinger, Lisse 175-180
    • (2001) EUROCK , pp. 175-180
    • Thuro, K.1    Plinninger, R.J.2
  • 61
    • 1542644665 scopus 로고    scopus 로고
    • Considerations on strength of intact sedimentary rocks
    • Tsiambaos G., and Sabatakakis N. Considerations on strength of intact sedimentary rocks. Eng. Geol. 72 (2004) 261-273
    • (2004) Eng. Geol. , vol.72 , pp. 261-273
    • Tsiambaos, G.1    Sabatakakis, N.2
  • 62
    • 0344849500 scopus 로고    scopus 로고
    • Correlation of mineralogical and textural characteristics with engineering properties of selected granitic rocks from Turkey
    • Tuǧrul A., and Zarif I.H. Correlation of mineralogical and textural characteristics with engineering properties of selected granitic rocks from Turkey. Eng. Geol. 51 (1999) 303-317
    • (1999) Eng. Geol. , vol.51 , pp. 303-317
    • Tuǧrul, A.1    Zarif, I.H.2
  • 63
    • 9944246680 scopus 로고    scopus 로고
    • Engineering aspects of limestone weathering in Istanbul, Turkey
    • Tuǧrul A., and Zarif I.H. Engineering aspects of limestone weathering in Istanbul, Turkey. Bull. Eng. Geol. Environ. 58 3 (2000) 191-206
    • (2000) Bull. Eng. Geol. Environ. , vol.58 , Issue.3 , pp. 191-206
    • Tuǧrul, A.1    Zarif, I.H.2
  • 64
    • 11444254374 scopus 로고    scopus 로고
    • The effect of weathering on pore geometry and compressive strength of selected rock types from Turkey
    • Tuǧrul A. The effect of weathering on pore geometry and compressive strength of selected rock types from Turkey. Eng. Geol. 75 (2004) 215-227
    • (2004) Eng. Geol. , vol.75 , pp. 215-227
    • Tuǧrul, A.1
  • 65
    • 0002762952 scopus 로고
    • Engineering geological problems of the first phase of the Izmir Metro
    • Balkema, Rotterdam
    • Turk N., Koca M.Y., Yuzer E., Qztas T., and Erdogan M. Engineering geological problems of the first phase of the Izmir Metro. Proc. 7th Int. IAEG Cong. Lisbon (1994), Balkema, Rotterdam 4259-4264
    • (1994) Proc. 7th Int. IAEG Cong. Lisbon , pp. 4259-4264
    • Turk, N.1    Koca, M.Y.2    Yuzer, E.3    Qztas, T.4    Erdogan, M.5
  • 66
    • 0027866914 scopus 로고
    • Empirical relations between compressive strength and porosity of siliclastic rocks
    • Vernik L., Bruno M., and Bovberg C. Empirical relations between compressive strength and porosity of siliclastic rocks. Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 30 7 (1993) 677-680
    • (1993) Int. J. Rock Mech. Min. Sci. Geomech. Abstr. , vol.30 , Issue.7 , pp. 677-680
    • Vernik, L.1    Bruno, M.2    Bovberg, C.3
  • 68
    • 0000670810 scopus 로고
    • A scale of grade and class terms for clastic sediments
    • Wentworth C.K. A scale of grade and class terms for clastic sediments. J. Geol. 30 (1922) 377-392
    • (1922) J. Geol. , vol.30 , pp. 377-392
    • Wentworth, C.K.1
  • 69
    • 2142693787 scopus 로고
    • Use of Schmidt hammer for estimating mechanical properties of weak rock
    • Balkema, Rotterdam
    • Xu S., Grasso P., and Mahtab A. Use of Schmidt hammer for estimating mechanical properties of weak rock. Proc. 6th IAEG Cong. vol. 1 (1990), Balkema, Rotterdam 511-519
    • (1990) Proc. 6th IAEG Cong. , vol.1 , pp. 511-519
    • Xu, S.1    Grasso, P.2    Mahtab, A.3
  • 70
    • 0036837178 scopus 로고    scopus 로고
    • Correlation of Schmidt hardness with unconfined compressive strength and Young's modulus in gypsum from Sivas (Turkey)
    • Yilmaz I., and Sendir H. Correlation of Schmidt hardness with unconfined compressive strength and Young's modulus in gypsum from Sivas (Turkey). Eng. Geol. 66 (2002) 211-219
    • (2002) Eng. Geol. , vol.66 , pp. 211-219
    • Yilmaz, I.1    Sendir, H.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.