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Volumn 125, Issue 3, 1997, Pages 168-178

Pressuremeter testing in weak rock and cemented sand

Author keywords

[No Author keywords available]

Indexed keywords

BRITTLENESS; CONSOLIDATION; FRICTION; GRAIN SIZE AND SHAPE; MECHANICAL PERMEABILITY; PORE PRESSURE; ROCKS; SAND; SOIL TESTING; STRENGTH OF MATERIALS;

EID: 0031194055     PISSN: 13532618     EISSN: None     Source Type: Journal    
DOI: 10.1680/igeng.1997.29467     Document Type: Article
Times cited : (11)

References (26)
  • 2
    • 0029416327 scopus 로고
    • Rational determination of the engineering properties of soft rocks
    • JOHNSTON I. W. Rational determination of the engineering properties of soft rocks. Proc. Instn Civ. Engrs Geotech. Engng, 1995, 113, No. 2, 86-92.
    • (1995) Proc. Instn Civ. Engrs Geotech. Engng , vol.113 , Issue.2 , pp. 86-92
    • Johnston, I.W.1
  • 8
    • 0021463663 scopus 로고
    • An analytical solution for axisymmetric tunnel problems in elasto-viscoplastic media
    • FRITZ P. An analytical solution for axisymmetric tunnel problems in elasto-viscoplastic media. Int. J. Num. Analyt Meth. Geom., 1984, 8, 325-342.
    • (1984) Int. J. Num. Analyt Meth. Geom. , vol.8 , pp. 325-342
    • Fritz, P.1
  • 9
    • 0000102315 scopus 로고
    • Cavity expansions in cohesive frictional soils
    • CARTER J. R, BOOKER J. R. and YEUNG S. K. Cavity expansions in cohesive frictional soils. Géotechnique, 1986, 36, No. 3, 349-358.
    • (1986) Géotechnique , vol.36 , Issue.3 , pp. 349-358
    • Carter, J.R.1    Booker, J.R.2    Yeung, S.K.3
  • 10
    • 0002618696 scopus 로고
    • Theories of plasticity and the failure of soil masses
    • (LEE I. K. (ed.)) Butterworths, London
    • DAVIS E. H. (LEE I. K. (ed.)) Theories of plasticity and the failure of soil masses. Soil mechanics: selected topics. Butterworths, London, 1968, 341380.
    • (1968) Soil Mechanics: Selected Topics , pp. 341380
    • Davis, E.H.1
  • 11
  • 13
    • 0003592578 scopus 로고
    • Department of Civil Engineering, Monash University, Melbourne, PhD dissertation
    • CHOI S. K. Tlie bearing capacity of foundations in weak rock. Department of Civil Engineering, Monash University, Melbourne, PhD dissertation, 1984.
    • (1984) Tlie Bearing Capacity of Foundations in Weak Rock
    • Choi, S.K.1
  • 15
    • 0010616771 scopus 로고
    • Expansion of cavities in brittle media
    • LADANYI B. Expansion of cavities in brittle media. Int. J. Rock Mech. Miner. Sci., 1967, 4, 301-328.
    • (1967) Int. J. Rock Mech. Miner. Sci. , vol.4 , pp. 301-328
    • Ladanyi, B.1
  • 17
    • 0025626709 scopus 로고
    • A numerical model for pressuremeter testing in weak rock
    • HABERFIELD C. M. and JOHNSTON I. W. A numerical model for pressuremeter testing in weak rock. Géotechnique, 1990, 40, 569-580.
    • (1990) Géotechnique , vol.40 , pp. 569-580
    • Haberfield, C.M.1    Johnston, I.W.2
  • 22
    • 0002656820 scopus 로고
    • Stress-dilatancy, earth pressures and slopes
    • ROWE P. W. Stress-dilatancy, earth pressures and slopes. Proc. Am. Soc. Civ. Engrs Foundn Div., 1963, 3, 37-61.
    • (1963) Proc. Am. Soc. Civ. Engrs Foundn Div. , vol.3 , pp. 37-61
    • Rowe, P.W.1
  • 25
    • 33747978074 scopus 로고
    • Earthquake hazards and ground stress
    • (PECK W. A., NEILSON J. L, OLDS R. J. and SEDDON K. D. (eds)) Balkema, Rotterdam
    • GIBSON G. and PECK W. A. (PECK W. A., NEILSON J. L, OLDS R. J. and SEDDON K. D. (eds)) Earthquake hazards and ground stress. Engineering geology of Melbourne. Balkema, Rotterdam, 1992.
    • (1992) Engineering Geology of Melbourne
    • Gibson, G.1    Peck, W.A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.