메뉴 건너뛰기




Volumn 129, Issue 3, 2003, Pages 206-218

Testing and modeling two rockfill materials

Author keywords

Models; Rockfill structures; Triaxial tests

Indexed keywords

ELASTOPLASTICITY; EMBANKMENT DAMS; GEOTECHNICAL ENGINEERING; ROCKS;

EID: 0037342228     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2003)129:3(206)     Document Type: Article
Times cited : (334)

References (32)
  • 1
    • 0242697333 scopus 로고
    • How ought one to determine soil parameters to be used in the design of earth and rockfill dams
    • New Delhi, India
    • Ansari, K. S., and Chandra, S. (1986). "How ought one to determine soil parameters to be used in the design of earth and rockfill dams." Proc., Indian Geotechnical Conf., New Delhi, India, 2, 1-6.
    • (1986) Proc., Indian Geotechnical Conf. , vol.2 , pp. 1-6
    • Ansari, K.S.1    Chandra, S.2
  • 2
    • 0028579233 scopus 로고
    • Hierarchical single surface and the disturbed state constitutive models with emphasis on geotechnical applications
    • Chapter 5, K. R. Saxena, ed., Oxford and IBH New Delhi. India, Chap. 5
    • Desai, C. S. (1994). "Hierarchical single surface and the disturbed state constitutive models with emphasis on geotechnical applications." Geotechnical engineering emerging trends in design and practice, Chapter 5, K. R. Saxena, ed., Oxford and IBH New Delhi. India, Chap. 5.
    • (1994) Geotechnical Engineering Emerging Trends in Design and Practice
    • Desai, C.S.1
  • 6
    • 0041965845 scopus 로고
    • Hierarchical and unified models for solids and discontinuities (joints/interfaces)
    • C. S. Desai, ed., Short Course Notes, Univ. of Arizona, Tucson, Ariz
    • Desai, C. S., and Walthugala, G. W. (1987). "Hierarchical and unified models for solids and discontinuities (joints/interfaces)." Implementation of constitutive laws for Engineering Materials, C. S. Desai, ed., Short Course Notes, Univ. of Arizona, Tucson, Ariz.
    • (1987) Implementation of Constitutive Laws for Engineering Materials
    • Desai, C.S.1    Walthugala, G.W.2
  • 8
    • 0000787494 scopus 로고
    • Tests on cohesionless materials for rockfill dams
    • Fumagalli, E. (1969). "Tests on cohesionless materials for rockfill dams." J. SMFE, ASCE, 95(SMI), 313-332.
    • (1969) J. SMFE, ASCE , vol.95 , Issue.1 SMI , pp. 313-332
    • Fumagalli, E.1
  • 10
    • 0003246632 scopus 로고
    • Triaxial testing using large scale high pressure equipment
    • STP No. 361
    • Hall, E. B., and Gordon, B. B. (1963). "Triaxial testing using large scale high pressure equipment." ASTM Symposium, STP No. 361.
    • (1963) ASTM Symposium
    • Hall, E.B.1    Gordon, B.B.2
  • 13
    • 0004192002 scopus 로고
    • A. J. Kennedy ed., National Lending Library, Boston (English translation)
    • Kachanov, L. M., (1958). Theory of creep, A. J. Kennedy, ed., National Lending Library, Boston (English translation).
    • (1958) Theory of Creep
    • Kachanov, L.M.1
  • 15
    • 0001342150 scopus 로고
    • Stresses and movements in Oroville dam
    • Kulhawy, F. H., and Duncan, J. M. (1972). "Stresses and movements in Oroville dam." J. SMFE, 98(7), 653-665.
    • (1972) J. SMFE , vol.98 , Issue.7 , pp. 653-665
    • Kulhawy, F.H.1    Duncan, J.M.2
  • 17
    • 0020783910 scopus 로고
    • How to use damage mechanics
    • Lemaitre, J. A. (1984). "How to use damage mechanics." Nucl. Eng. Des., 80, 237-245.
    • (1984) Nucl. Eng. Des. , vol.80 , pp. 237-245
    • Lemaitre, J.A.1
  • 18
    • 0021863318 scopus 로고
    • Continuum damage mechanics model for ductile fracture
    • Lemaitre, J. A. (1985). "Continuum damage mechanics model for ductile fracture." J. Eng. Mater. Technol., 107, 83-89.
    • (1985) J. Eng. Mater. Technol. , vol.107 , pp. 83-89
    • Lemaitre, J.A.1
  • 19
    • 0242528456 scopus 로고
    • Shear strength of coarse embankment dam materials
    • Lowe, J. (1964). "Shear strength of coarse embankment dam materials." Proc., 8th Int. Congress on Large Dams, 3, 745-761.
    • (1964) Proc., 8th Int. Congress on Large Dams , vol.3 , pp. 745-761
    • Lowe, J.1
  • 20
    • 0015284873 scopus 로고
    • Evaluation of properties of rockfill materials
    • Marachi, N. D., Chan, C. K., and Seed, H. B. (1972). "Evaluation of properties of rockfill materials." J. SMFE, 98(1), 95-114.
    • (1972) J. SMFE , vol.98 , Issue.1 , pp. 95-114
    • Marachi, N.D.1    Chan, C.K.2    Seed, H.B.3
  • 22
    • 0002868163 scopus 로고
    • Large scale testing of rockfill materials
    • Marsal, R. J. (1967). "Large scale testing of rockfill materials." J. SMFE, ASCE, 93(2), 27-43.
    • (1967) J. SMFE, ASCE , vol.93 , Issue.2 , pp. 27-43
    • Marsal, R.J.1
  • 23
    • 0023404291 scopus 로고
    • The thickness of shear bands in granular materials
    • Muhlhaus, H. B., and Vardoulakis, I. (1987). "The thickness of shear bands in granular materials." Geotechnique, 37, 271-283.
    • (1987) Geotechnique , vol.37 , pp. 271-283
    • Muhlhaus, H.B.1    Vardoulakis, I.2
  • 24
    • 0242697330 scopus 로고
    • Response paper to how ought one to determine soil parameters to be used in the design of earth and rockfill dams
    • New Delhi, India
    • Ramamurthy, T., and Gupta, K. K. (1986). "Response paper to how ought one to determine soil parameters to be used in the design of earth and rockfill dams." Proc., Indian Geotechnical Conf., New Delhi, India, 2, 15-19.
    • (1986) Proc., Indian Geotechnical Conf. , vol.2 , pp. 15-19
    • Ramamurthy, T.1    Gupta, K.K.2
  • 25
    • 0027789249 scopus 로고
    • Parameters for stress and deformation analysis of rockfill dams
    • Saboya, F. J., and Byrne, P. M. (1993). "Parameters for stress and deformation analysis of rockfill dams." Can. Geotech. J., 30(4), 690-701.
    • (1993) Can. Geotech. J. , vol.30 , Issue.4 , pp. 690-701
    • Saboya, F.J.1    Byrne, P.M.2
  • 27
    • 33746048631 scopus 로고
    • Field density gradation and triaxial testing of large-size rockfill for Little Blue Run Dam
    • ASTM, STP 740, R. N. Yong and F. C. Townsend, eds., ASTM
    • Theirs, G. R., and Donovan, T. D. (1981). "Field density gradation and triaxial testing of large-size rockfill for Little Blue Run Dam." Laboratory shear strength of soil, ASTM, STP 740, R. N. Yong and F. C. Townsend, eds., ASTM, 315-325.
    • (1981) Laboratory Shear Strength of Soil , pp. 315-325
    • Theirs, G.R.1    Donovan, T.D.2
  • 28
    • 0026001795 scopus 로고
    • Mode-I fracture of concrete: Discontinuous crack growth and crack interface grain bridging
    • van Mier, J. G. M. (1991). "Mode-I fracture of concrete: Discontinuous crack growth and crack interface grain bridging," J. Cement Concrete Res., 21, 1-15.
    • (1991) J. Cement Concrete Res. , vol.21 , pp. 1-15
    • van Mier, J.G.M.1
  • 29
    • 0242444943 scopus 로고
    • Material constants of a constitutive model: Determination and use
    • Varadarajan, A., and Desai, C. S. (1993). "Material constants of a constitutive model: Determination and use." Indian Geotech. J., 23(3), 291-313.
    • (1993) Indian Geotech. J. , vol.23 , Issue.3 , pp. 291-313
    • Varadarajan, A.1    Desai, C.S.2
  • 32
    • 0001456414 scopus 로고
    • The shear strength of the shell materials for the Go-Schenenalp Dam, Switzerland
    • London
    • Zeller, J., and Wullimann, R. (1957). "The shear strength of the shell materials for the Go-Schenenalp Dam, Switzerland." Proc., 4th Inst. J on SMFE, London, 2, 399-404.
    • (1957) Proc., 4th Inst. J on SMFE , vol.2 , pp. 399-404
    • Zeller, J.1    Wullimann, R.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.