메뉴 건너뛰기




Volumn 291, Issue , 2000, Pages 346-359

Plasticity-based analysis of reinforced soil structures

Author keywords

[No Author keywords available]

Indexed keywords

KINEMATICS; PLASTICITY; QUALITY ASSURANCE; SAFETY FACTOR; SOILS; STRUCTURAL LOADS; SYSTEM STABILITY;

EID: 0038261978     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40515(291)23     Document Type: Conference Paper
Times cited : (1)

References (28)
  • 2
    • 0021644875 scopus 로고
    • Seismic displacements in slopes by limit analysis
    • Chang, C-J., Chen, W.F. and Yao, J.P. (1984). "Seismic displacements in slopes by limit analysis." J. Geotech. Engrg., 110, No. 7, 860-874.
    • (1984) J. Geotech. Engrg , vol.110 , Issue.7 , pp. 860-874
    • Chang, C.-J.1    Chen, W.F.2    Yao, J.P.3
  • 3
    • 0000468702 scopus 로고
    • A comprehensive stability analysis of soil nailed structures
    • de Buhan, P. and Salençon, J. (1993). "A comprehensive stability analysis of soil nailed structures." Eur. J. Mech., A/Solids, 12, 325-345.
    • (1993) Eur. J. Mech., A/Solids , vol.12 , pp. 325-345
    • de Buhan, P.1    Salençon, J.2
  • 4
    • 0001353284 scopus 로고
    • Extended limit design theorems for continuous media
    • Drucker, D.C., Greenberg, H.J. & Prager, W. (1952). "Extended limit design theorems for continuous media." Quart. Appl. Math., 9, 381-389.
    • (1952) Quart. Appl. Math , vol.9 , pp. 381-389
    • Drucker, D.C.1    Greenberg, H.J.2    Prager, W.3
  • 6
    • 0001145526 scopus 로고
    • Earthquake-induced displacements in sand embankments
    • Goodman, R. and Seed, H.B. (1966). "Earthquake-induced displacements in sand embankments." J. Soil. Mech. Found. Div., 92, No. 2, 125-146.
    • (1966) J. Soil. Mech. Found. Div , vol.92 , Issue.2 , pp. 125-146
    • Goodman, R.1    Seed, H.B.2
  • 7
    • 0002786816 scopus 로고
    • The determinationon of the value of the collapse load for statically indeterminate systems undergoing plastic deformation
    • Dec, Akademiia Nauk SSSR, Moscow-Leningrad, 1938
    • Gvozdev, A.A. (1936). "The determinationon of the value of the collapse load for statically indeterminate systems undergoing plastic deformation." in Proceedings of the Conference on Plastic Deformations, Dec. 1936, Akademiia Nauk SSSR, Moscow-Leningrad 1938.
    • (1936) Proceedings of the Conference on Plastic Deformations
    • Gvozdev, A.A.1
  • 8
    • 33645987483 scopus 로고
    • Translated by R.M. Haythornthwaite
    • Translated by R.M. Haythornthwaite in: Int. J. Mech. Sci., 1 (1960), 322-335.
    • (1960) Int. J. Mech. Sci , vol.1 , pp. 322-335
  • 9
    • 0003164859 scopus 로고
    • A variational principle of maximum plastic work in classical plasticity
    • Hill, R. (1948). "A variational principle of maximum plastic work in classical plasticity." Quart. Appl. Mech. Appl. Math., 1, 18-28.
    • (1948) Quart. Appl. Mech. Appl. Math , vol.1 , pp. 18-28
    • Hill, R.1
  • 10
  • 11
    • 0005419512 scopus 로고
    • Seismic performance of simple slopes
    • Ling, H.I. and Leshchinsky, D. (1995). "Seismic performance of simple slopes." Soil and Foundations, 35, No. 2, 85-94.
    • (1995) Soil and Foundations , vol.35 , Issue.2 , pp. 85-94
    • Ling, H.I.1    Leshchinsky, D.2
  • 12
    • 0031468596 scopus 로고    scopus 로고
    • Seismic design and performance of geosynthetic-reinforced soil structures
    • Ling, H.I., Leshchinsky, D. and Perry, E.B. (1997). "Seismic design and performance of geosynthetic-reinforced soil structures." Géotechnique, 47, 933-952.
    • (1997) Géotechnique , vol.47 , pp. 933-952
    • Ling, H.I.1    Leshchinsky, D.2    Perry, E.B.3
  • 13
    • 0025517031 scopus 로고
    • Static response of sands reinforced with randomly distributed fibers
    • Maher, M.H. and Gray, D.H. (1990). "Static response of sands reinforced with randomly distributed fibers." J. Geot. Eng., 116, No. 11, 1661-1677.
    • (1990) J. Geot. Eng , vol.116 , Issue.11 , pp. 1661-1677
    • Maher, M.H.1    Gray, D.H.2
  • 14
    • 0024627017 scopus 로고
    • Three-dimensional analysis of locally loaded slopes
    • Michalowski, R.L. (1989). "Three-dimensional analysis of locally loaded slopes." Géotechnique, 39, No.1, 27-38.
    • (1989) Géotechnique , vol.39 , Issue.1 , pp. 27-38
    • Michalowski, R.L.1
  • 15
    • 0031171857 scopus 로고    scopus 로고
    • Stability of uniformly reinforced slopes
    • Michalowski, R.L. (1997). "Stability of uniformly reinforced slopes." J. Geot. Geoenv. Engrg., 123, 546-556.
    • (1997) J. Geot. Geoenv. Engrg , vol.123 , pp. 546-556
    • Michalowski, R.L.1
  • 16
    • 0032455325 scopus 로고    scopus 로고
    • Limit analysis in stability calculations of reinforced soil structures
    • Michalowski, R.L. (1998a). "Limit analysis in stability calculations of reinforced soil structures." Geotextiles and Geomembranes, 16, 311-331.
    • (1998) Geotextiles and Geomembranes , vol.16 , pp. 311-331
    • Michalowski, R.L.1
  • 17
    • 0032464864 scopus 로고    scopus 로고
    • Soil reinforcement for seismic design of geotechnical structures
    • Michalowski, R.L. (1998b). "Soil reinforcement for seismic design of geotechnical structures." Computers and Geotechnics, 23, 1-17.
    • (1998) Computers and Geotechnics , vol.23 , pp. 1-17
    • Michalowski, R.L.1
  • 18
    • 0028827928 scopus 로고
    • Continuum versus structural approach to stability of reinforced soil
    • Michalowski, R.L. and Zhao, A. (1995). "Continuum versus structural approach to stability of reinforced soil." J. Geot. Engrg., 121, No. 2, 152-162.
    • (1995) J. Geot. Engrg , vol.121 , Issue.2 , pp. 152-162
    • Michalowski, R.L.1    Zhao, A.2
  • 20
    • 0034255302 scopus 로고    scopus 로고
    • Displacements of reinforced slopes subjected to seismic loads
    • in print
    • Michalowski, R.L. and You, L. (2000). "Displacements of reinforced slopes subjected to seismic loads." J. Geot. Geoenv. Engrg., 126 (in print).
    • (2000) J. Geot. Geoenv. Engrg , vol.126
    • Michalowski, R.L.1    You, L.2
  • 21
    • 0000787190 scopus 로고
    • Limit plasticity approach to some cases of flow of bulk solids
    • Mróz, Z. and Drescher, A. (1969). "Limit plasticity approach to some cases of flow of bulk solids." J. Eng. Ind., 51, 357-364.
    • (1969) J. Eng. Ind , vol.51 , pp. 357-364
    • Mróz, Z.1    Drescher, A.2
  • 22
    • 0031441943 scopus 로고    scopus 로고
    • Behavior of geogrids under cyclic loads
    • 97, Industrial Fabrics Association, St. Paul, 2
    • Moraci, N. and Montanelli, F. (1997). "Behavior of geogrids under cyclic loads." In Proceedings: Geosynthetics '97, Industrial Fabrics Association, St. Paul, 2, 961-976.
    • (1997) Proceedings: Geosynthetics , pp. 961-976
    • Moraci, N.1    Montanelli, F.2
  • 23
    • 84988611729 scopus 로고
    • Effects of earthquakes on dams and embankments
    • Newmark, N.W. (1965). "Effects of earthquakes on dams and embankments." Géotechnique, 15, 19-160.
    • (1965) Géotechnique , vol.15 , pp. 19-160
    • Newmark, N.W.1
  • 24
    • 0025600558 scopus 로고
    • An introduction to the yield design theory and its applications to soil mechanics
    • Salençon, J., (1990). "An introduction to the yield design theory and its applications to soil mechanics." Eur. J. Mech., Ser. A/Solids, 9, 477-500.
    • (1990) Eur. J. Mech., Ser. A/Solids , vol.9 , pp. 477-500
    • Salençon, J.1
  • 25
    • 0023842382 scopus 로고
    • Lower bound limit analysis using finite elements and linear programming
    • Sloan, S.W. (1988). "Lower bound limit analysis using finite elements and linear programming." Int. J. Num. Analyt. Meth. Geomech., 12, 61-67.
    • (1988) Int. J. Num. Analyt. Meth. Geomech , vol.12 , pp. 61-67
    • Sloan, S.W.1
  • 26
    • 0002408958 scopus 로고
    • Performance of geogrid-reinforced soil retaining walls during the Great Hanshin-Awaji earthquake
    • Tokyo
    • Tatsuoka, F., Tateyama, M. and Koseki, J. (1995). "Performance of geogrid-reinforced soil retaining walls during the Great Hanshin-Awaji earthquake." In: 1st Int. Symp. on Earthquake Geotechn. Engrg., Tokyo, 55-60.
    • (1995) 1st Int. Symp. on Earthquake Geotechn. Engrg , pp. 55-60
    • Tatsuoka, F.1    Tateyama, M.2    Koseki, J.3
  • 27
    • 0342372158 scopus 로고
    • Performance of geosynthetic-reinforced slopes and walls during the Northridge, California, earthquake of January 17, 1994
    • University of Washington, Seattle
    • White, D.M. and Holtz, R.D. (1995). "Performance of geosynthetic-reinforced slopes and walls during the Northridge, California, earthquake of January 17, 1994." Report, University of Washington, Seattle 1995.
    • (1995) Report
    • White, D.M.1    Holtz, R.D.2
  • 28
    • 0032850634 scopus 로고    scopus 로고
    • Displacement charts for slopes subjected to seismic loads
    • You, L. and Michalowski, R.L. (1999). "Displacement charts for slopes subjected to seismic loads." Computers and Geotechnics, 25, No. 1, 45-55.
    • (1999) Computers and Geotechnics , vol.25 , Issue.1 , pp. 45-55
    • You, L.1    Michalowski, R.L.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.