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Volumn 129, Issue 2, 2003, Pages 105-116

Investigations of blocks in foundations and abutments of concrete dams

Author keywords

Abutments; Blocks; Concrete; Dams; Foundations

Indexed keywords

DRAINAGE; FOUNDATIONS; FRICTION; HAZARDS; KINEMATICS;

EID: 0037318943     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2003)129:2(105)     Document Type: Article
Times cited : (30)

References (17)
  • 1
    • 0017582564 scopus 로고
    • The shear strength of joints in theory and practice
    • Barton, N., and Choubey, V. (1977). "The shear strength of joints in theory and practice." Rock Mech., 10, 1-54.
    • (1977) Rock Mech. , vol.10 , pp. 1-54
    • Barton, N.1    Choubey, V.2
  • 2
    • 15344342586 scopus 로고
    • First Rankine lecture, control of seepage through foundations and abutments of dams
    • Casagrande, A. C. (1961). "First Rankine lecture, control of seepage through foundations and abutments of dams." Geotechnique, XI(3), 161-182.
    • (1961) Geotechnique , vol.11 , Issue.3 , pp. 161-182
    • Casagrande, A.C.1
  • 4
    • 0029376291 scopus 로고
    • The 35th Rankine lecture: Block theory and its application
    • Goodman, R. E. (1995). "The 35th Rankine lecture: Block theory and its application." Geotechnique, 45(3), 383-423.
    • (1995) Geotechnique , vol.45 , Issue.3 , pp. 383-423
    • Goodman, R.E.1
  • 6
    • 0001792042 scopus 로고
    • Rock mechanics dam safety studies for Seminoe arch dam
    • Balkema, Rotterdam, The Netherlands
    • Goodman, R. E., and Scott, G. A. (1994). "Rock mechanics dam safety studies for Seminoe arch dam." Proc., 1st North America Rock Mechanics Symposium, Balkema, Rotterdam, The Netherlands, 1051-1058.
    • (1994) Proc., 1st North America Rock Mechanics Symposium , pp. 1051-1058
    • Goodman, R.E.1    Scott, G.A.2
  • 8
    • 0031109718 scopus 로고    scopus 로고
    • Block theory techniques used in arch dam foundation stability analysis
    • Kottenstette, J. T. (1997). "Block theory techniques used in arch dam foundation stability analysis." Int. J. Rock Mech. Min. Sci., 34, 3-4.
    • (1997) Int. J. Rock Mech. Min. Sci. , vol.34 , pp. 3-4
    • Kottenstette, J.T.1
  • 9
    • 38249034232 scopus 로고
    • The Malpasset Dam failure
    • Londe, P. (1987). "The Malpasset Dam failure." Eng. Geol. (Amsterdam), 24, 295-329.
    • (1987) Eng. Geol. (Amsterdam) , vol.24 , pp. 295-329
    • Londe, P.1
  • 12
    • 0030406983 scopus 로고    scopus 로고
    • Vector analysis of key block rotations
    • Mauldon, M., and Goodman, R. E. (1996). "Vector analysis of key block rotations." J. Geotech. Geoenviron. Eng., 122(12), 976-987.
    • (1996) J. Geotech. Geoenviron. Eng. , vol.122 , Issue.12 , pp. 976-987
    • Mauldon, M.1    Goodman, R.E.2
  • 13
    • 0027150244 scopus 로고
    • Coolidge dam abutment stability and stabilization
    • Geotechnical Special Pub
    • Powell, C., and Pearson, R. (1993). "Coolidge dam abutment stability and stabilization." Geotechnical Practice in Dam Rehabilitation, Geotechnical Special Pub. No., 35, 834-849.
    • (1993) Geotechnical Practice in Dam Rehabilitation , vol.35 , pp. 834-849
    • Powell, C.1    Pearson, R.2
  • 14
    • 0003300110 scopus 로고
    • Deformation of rock foundations under dams
    • U.S. Committee on Large Dams, New Orleans
    • Scott, G. A. (1990). "Deformation of rock foundations under dams." Dam foundation engineering tenth annual USCOLD lecture, U.S. Committee on Large Dams, New Orleans.
    • (1990) Dam Foundation Engineering Tenth Annual USCOLD Lecture
    • Scott, G.A.1
  • 15
    • 17544403932 scopus 로고    scopus 로고
    • Foundation studies for Theodore Roosevelt Dam
    • Scott, G. A. (1997). "Foundation studies for Theodore Roosevelt Dam." Int. J. Rock Mech. Min. Sci., 34, 3-4.
    • (1997) Int. J. Rock Mech. Min. Sci. , vol.34 , pp. 3-4
    • Scott, G.A.1
  • 17
    • 0004275181 scopus 로고
    • Springer, Vienna, Austria
    • Wittke, W. (1984). Rock mechanics, Springer, Vienna, Austria.
    • (1984) Rock Mechanics
    • Wittke, W.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.