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Volumn 123, Issue 11, 1997, Pages 1043-1050

Soil-nailed wall under piled bridge abutment: Simulation and guidelines

Author keywords

[No Author keywords available]

Indexed keywords

ABUTMENTS (BRIDGE); BEAMS AND GIRDERS; BENDING (DEFORMATION); COMPUTER SIMULATION; DEFLECTION (STRUCTURES); EMBANKMENTS; FINITE ELEMENT METHOD; PILES; STRUCTURAL LOADS;

EID: 0031277999     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1997)123:11(1043)     Document Type: Article
Times cited : (52)

References (14)
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    • ABAQUS User's and Theory Manuals. (1992). Version 5.2, Hibbit, Karlson & Sorensen, Inc., Pawtucket, R.I.
    • (1992) ABAQUS User's and Theory Manuals
  • 2
    • 85033178658 scopus 로고
    • Div. of New Technology, Material and Research, Office of Geotechnical Engrg., California Dept. of Transportation, Sacramento, Ca.
    • CALTRANS. (1994). SNAIL Program and User's Manual, Version 2.05, Div. of New Technology, Material and Research, Office of Geotechnical Engrg., California Dept. of Transportation, Sacramento, Ca.
    • (1994) SNAIL Program and User's Manual, Version 2.05
  • 3
    • 0000412014 scopus 로고
    • Nonlinear analysis of stress and strain in soils
    • ASCE
    • Duncan, J. M., and Chang, C. Y. (1970). "Nonlinear analysis of stress and strain in soils." J. Soil Mech. and Found. Div., ASCE, 96(5), 1629-1653.
    • (1970) J. Soil Mech. and Found. Div. , vol.96 , Issue.5 , pp. 1629-1653
    • Duncan, J.M.1    Chang, C.Y.2
  • 4
    • 0000487812 scopus 로고
    • Development of failure around excavated slopes
    • ASCE
    • Dunlop, P., and Duncan, J. M. (1970). "Development of failure around excavated slopes." J. Soil Mech. and Found. Div., ASCE, 96(2), 471 -493.
    • (1970) J. Soil Mech. and Found. Div. , vol.96 , Issue.2 , pp. 471-493
    • Dunlop, P.1    Duncan, J.M.2
  • 5
    • 3743153993 scopus 로고
    • Discussion of the paper by Juran I. et al.: Kinematic Limit Analysis for Design of Soil Nailed Structures
    • ASCE
    • Jewell, R. A., and Pedley, M. J. (1991). "Discussion of the paper by Juran I. et al.: Kinematic Limit Analysis for Design of Soil Nailed Structures." J. Geotech. Engrg. Div., ASCE, 117(11), 1824-1829.
    • (1991) J. Geotech. Engrg. Div. , vol.117 , Issue.11 , pp. 1824-1829
    • Jewell, R.A.1    Pedley, M.J.2
  • 6
    • 0026940080 scopus 로고
    • Analysis for soil reinforcement with bending stiffness
    • ASCE
    • Jewell, R. A., and Pedley, M. J. (1992). "Analysis for soil reinforcement with bending stiffness." J. Geotech. Engrg. Div., ASCE, 118(10), 1505-1527.
    • (1992) J. Geotech. Engrg. Div. , vol.118 , Issue.10 , pp. 1505-1527
    • Jewell, R.A.1    Pedley, M.J.2
  • 7
    • 0025240955 scopus 로고
    • Kinematical limit analysis for soil nailed structures
    • ASCE
    • Juran, I., Baudrand, G., and Farrag, K. (1990). "Kinematical limit analysis for soil nailed structures." J. Geotech. Engrg. Div., ASCE, 116(1), 54-73.
    • (1990) J. Geotech. Engrg. Div. , vol.116 , Issue.1 , pp. 54-73
    • Juran, I.1    Baudrand, G.2    Farrag, K.3
  • 9
    • 85033184729 scopus 로고    scopus 로고
    • Three dimensional nonlinear finite element analysis of soil nailed walls under piled bridge abutments and design applications
    • Civ. Engrg., Texas A&M Univ., College Station, Tx.
    • Lim, Y., and Briaud, J.-L. (1996). "Three dimensional nonlinear finite element analysis of soil nailed walls under piled bridge abutments and design applications." Res. Rep. to the Federal Hwy. Admin., Civ. Engrg., Texas A&M Univ., College Station, Tx.
    • (1996) Res. Rep. to the Federal Hwy. Admin.
    • Lim, Y.1    Briaud, J.-L.2
  • 11
    • 85042456770 scopus 로고
    • Soil nailing: Its applicability to bridge embankment retention
    • Oregon Department of Transportation, Salem, Oreg.
    • Sakr, C. T., and Barrows, R. (1991). "Soil nailing: its applicability to bridge embankment retention." Proc., Western Bridge Engrs. Seminar, Oregon Department of Transportation, Salem, Oreg.
    • (1991) Proc., Western Bridge Engrs. Seminar
    • Sakr, C.T.1    Barrows, R.2
  • 12
    • 3342941777 scopus 로고
    • Analogies et differences dans le comportement et le cacul des ouvrages de soutennement en terre armee et par clouage du sol
    • Schlosser, F. (1983). "Analogies et differences dans le comportement et le cacul des ouvrages de soutennement en terre armee et par clouage du sol." Annales de l'ITBTP, 148, 26-38.
    • (1983) Annales de l'ITBTP , vol.148 , pp. 26-38
    • Schlosser, F.1


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