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Volumn 122, Issue , 1997, Pages 99-122

Cylindrical cavity expansion and contraction in pressure sensitive geomaterials

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; DIFFERENTIAL EQUATIONS; HARDENING; MATHEMATICAL MODELS; PLASTICITY; STRAIN;

EID: 0030683857     PISSN: 00015970     EISSN: None     Source Type: Journal    
DOI: 10.1007/BF01181993     Document Type: Article
Times cited : (32)

References (16)
  • 1
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    • Bigoni, D., Laudiero, F.: The quasi-static finite expansion in a non-standard elasto-plastic medium. Int. J. Mech. Sci. 21, 825-837 (1989).
    • (1989) Int. J. Mech. Sci. , vol.21 , pp. 825-837
    • Bigoni, D.1    Laudiero, F.2
  • 2
    • 0000102315 scopus 로고
    • Cavity expansion in cohesive frictional soils
    • Carter, J. P., Booker, J. R., Yeung, S. K.: Cavity expansion in cohesive frictional soils. Géotechnique 36, 349-358 (1986).
    • (1986) Géotechnique , vol.36 , pp. 349-358
    • Carter, J.P.1    Booker, J.R.2    Yeung, S.K.3
  • 3
    • 0000428440 scopus 로고
    • Soil mechanics and plastic analysis or limit design
    • Drucker, D. C., Prager, W.: Soil mechanics and plastic analysis or limit design. Q. Appl. Math. 12 157-165 (1952).
    • (1952) Q. Appl. Math. , vol.12 , pp. 157-165
    • Drucker, D.C.1    Prager, W.2
  • 4
    • 0018446495 scopus 로고
    • Large strain solution for pressurized elasto/plastic tubes
    • Durban, D.: Large strain solution for pressurized elasto/plastic tubes. J. Appl. Mech. 46, 228-230 (1979).
    • (1979) J. Appl. Mech. , vol.46 , pp. 228-230
    • Durban, D.1
  • 5
    • 0039860779 scopus 로고
    • Finite straining of pressurized compressible elasto-plastic tubes
    • Durban, D.: Finite straining of pressurized compressible elasto-plastic tubes. Int. J. Eng. Sci. 26, 939-950 (1988).
    • (1988) Int. J. Eng. Sci. , vol.26 , pp. 939-950
    • Durban, D.1
  • 6
    • 0026836186 scopus 로고
    • A general solution for the pressurized elastoplastic tube
    • Durban, D., Kubi, M.: A general solution for the pressurized elastoplastic tube. J. Appl. Mech. 59, 20-26 (1992).
    • (1992) J. Appl. Mech. , vol.59 , pp. 20-26
    • Durban, D.1    Kubi, M.2
  • 7
    • 3242864348 scopus 로고    scopus 로고
    • Spherical cavity expansion in a Drucker-Prager solid
    • to appear
    • Durban, D., Fleck, N. A.: Spherical cavity expansion in a Drucker-Prager solid. J. Appl. Mech. (to appear).
    • J. Appl. Mech.
    • Durban, D.1    Fleck, N.A.2
  • 8
    • 0025920579 scopus 로고
    • Finite cavity expansion in dilatant soils: Loading analysis
    • Yu, H. S., Houlsby, G. T.: Finite cavity expansion in dilatant soils: Loading analysis. Géotechnique 41, 173-183 (1991).
    • (1991) Géotechnique , vol.41 , pp. 173-183
    • Yu, H.S.1    Houlsby, G.T.2
  • 11
    • 0003419893 scopus 로고
    • Pressuremeter testing: Method and interpretation
    • London and Sevenoaks: CIRIA and Butterworths
    • Mair, R. J., Wood, D. M.: Pressuremeter testing: method and interpretation. CIRIA Ground Engineering Report: In-Situ Testing. London and Sevenoaks: CIRIA and Butterworths 1987.
    • (1987) CIRIA Ground Engineering Report: In-Situ Testing
    • Mair, R.J.1    Wood, D.M.2
  • 12
    • 0028183953 scopus 로고
    • Large-strain undrained pressuremeter interpretation based on loading and unloading data
    • Ferreira, R. S., Robertson, P. K.: Large-strain undrained pressuremeter interpretation based on loading and unloading data. Can. Geotech. J. 31, 71-78 (1994).
    • (1994) Can. Geotech. J. , vol.31 , pp. 71-78
    • Ferreira, R.S.1    Robertson, P.K.2
  • 13
    • 0025664574 scopus 로고
    • Strain-dependent moduli and pressuremeter tests
    • Wood, D. M.: Strain-dependent moduli and pressuremeter tests. Geotechnique 40, 509-512 (1990).
    • (1990) Geotechnique , vol.40 , pp. 509-512
    • Wood, D.M.1
  • 14
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    • State parameter from self-boring pressuremeter tests in sand
    • Yu, H. S.: State parameter from self-boring pressuremeter tests in sand. J. Geotech. Eng. 120, 2118-2135 (1994).
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    • Yu, H.S.1
  • 15
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    • The influence of constitutive models on self-boring pressuremeter interpretation in clay
    • Pye, Ch. N.: The influence of constitutive models on self-boring pressuremeter interpretation in clay. Can. Geotech. J. 32, 420-427 (1995).
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    • Pye, Ch.N.1
  • 16
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    • A finite strain axially symmetric solution for elastic tubes
    • Durban, D.: A finite strain axially symmetric solution for elastic tubes. Int. J. Solids Struct. 24, 675-682 (1988).
    • (1988) Int. J. Solids Struct. , vol.24 , pp. 675-682
    • Durban, D.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.