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Volumn 14, Issue 4, 2007, Pages 211-218

External stability of reinforced soil walls under seismic conditions

Author keywords

Design methods; Earthquake; External stability; Geosynthetics; Mathematical modelling; Reinforced soil; Retaining wall

Indexed keywords

EARTHQUAKE EFFECTS; GEOSYNTHETIC MATERIALS; GEOTECHNICAL ENGINEERING; MATHEMATICAL MODELS; REINFORCEMENT; SEISMIC WAVES; SHEAR WAVES; SLOPE STABILITY; SOIL MECHANICS;

EID: 34548451731     PISSN: 10726349     EISSN: 10726349     Source Type: Journal    
DOI: 10.1680/gein.2007.14.4.211     Document Type: Article
Times cited : (49)

References (25)
  • 1
    • 0003498981 scopus 로고    scopus 로고
    • AASHTO , American Association of State Highway and Transportation Officials, Washington, DC, USA
    • AASHTO (2002). Standard Specifications for Highway Bridges, American Association of State Highway and Transportation Officials, Washington, DC, USA.
    • (2002) Standard Specifications for Highway Bridges
  • 4
    • 26444495542 scopus 로고    scopus 로고
    • Geosynthetic-reinforced soil walls and slopes: Seismic aspect
    • Shukla, S. K, Editor, Thomas Telford, London, pp
    • Bathurst, R. J., Hatami, K. & Alfaro, M. C. (2002). Geosynthetic-reinforced soil walls and slopes: seismic aspect. In Geosynthetics and Their Applications, Shukla, S. K., Editor, Thomas Telford, London, pp. 327-392.
    • (2002) Geosynthetics and Their Applications , pp. 327-392
    • Bathurst, R.J.1    Hatami, K.2    Alfaro, M.C.3
  • 5
    • 33144460249 scopus 로고    scopus 로고
    • Seismic passive resistance by pseudo-dynamic method
    • Choudhury, D. & Nimbalkar, S. (2005). Seismic passive resistance by pseudo-dynamic method. Géotechnique 55, No. 9, 699-702.
    • (2005) Géotechnique , vol.55 , Issue.9 , pp. 699-702
    • Choudhury, D.1    Nimbalkar, S.2
  • 6
    • 33748302752 scopus 로고    scopus 로고
    • Pseudo-dynamic approach of seismic active earth pressure behind retaining wall
    • Choudhury, D. & Nimbalkar, S. (2006). Pseudo-dynamic approach of seismic active earth pressure behind retaining wall. Geotechnical and Geological Engineering 24, No. 5, 1103-1113.
    • (2006) Geotechnical and Geological Engineering , vol.24 , Issue.5 , pp. 1103-1113
    • Choudhury, D.1    Nimbalkar, S.2
  • 7
    • 33750520185 scopus 로고    scopus 로고
    • Seismic rotational displacement of gravity walls by pseudo-dynamic method: Passive case
    • Choudhury, D. & Nimbalkar, S. (2007). Seismic rotational displacement of gravity walls by pseudo-dynamic method: passive case. Soil Dynamics and Earthquake Engineering 27, No. 3, 242-249
    • (2007) Soil Dynamics and Earthquake Engineering , vol.27 , Issue.3 , pp. 242-249
    • Choudhury, D.1    Nimbalkar, S.2
  • 9
    • 31744434282 scopus 로고    scopus 로고
    • Facing contribution to seismic response of reduced-scale reinforced soil walls
    • El-Emam, M. M. & Bathurst, R. J. (2005). Facing contribution to seismic response of reduced-scale reinforced soil walls. Geosynthetics International 12, No. 5, 215-238.
    • (2005) Geosynthetics International , vol.12 , Issue.5 , pp. 215-238
    • El-Emam, M.M.1    Bathurst, R.J.2
  • 10
    • 33846584681 scopus 로고    scopus 로고
    • Influence of reinforcement parameters on the seismic response of reduced-scale reinforced soil retaining walls
    • El-Emam, M. M. & Bathurst, R. J. (2007). Influence of reinforcement parameters on the seismic response of reduced-scale reinforced soil retaining walls. Geotextiles and Geomembranes 25, No. 1, 33-49.
    • (2007) Geotextiles and Geomembranes , vol.25 , Issue.1 , pp. 33-49
    • El-Emam, M.M.1    Bathurst, R.J.2
  • 14
    • 0032099877 scopus 로고    scopus 로고
    • Effects of vertical acceleration on seismic design of goosynthetic-reinforced soil structures
    • Ling, H. I. & Leshchinsky, D. (1998). Effects of vertical acceleration on seismic design of goosynthetic-reinforced soil structures. Géotechnique 48, No. 3, 347-373.
    • (1998) Géotechnique , vol.48 , Issue.3 , pp. 347-373
    • Ling, H.I.1    Leshchinsky, D.2
  • 15
    • 0031468596 scopus 로고    scopus 로고
    • Seismic design and performance of geosynthetic-reinforced soil structures
    • Ling, H. I., Leshchinsky, D. & Perry, E. B. (1997). Seismic design and performance of geosynthetic-reinforced soil structures. Géotechnique 47, No. 5, 933-952.
    • (1997) Géotechnique , vol.47 , Issue.5 , pp. 933-952
    • Ling, H.I.1    Leshchinsky, D.2    Perry, E.B.3
  • 18
    • 33847682323 scopus 로고    scopus 로고
    • Seismic stability of reinforced-soil wall by pseudo-dynamic method
    • Nimbalkar, S., Choudbury, D. & Mandal, J. N. (2006). Seismic stability of reinforced-soil wall by pseudo-dynamic method. Geosynthetics International 13, No. 3, 111-119.
    • (2006) Geosynthetics International , vol.13 , Issue.3 , pp. 111-119
    • Nimbalkar, S.1    Choudbury, D.2    Mandal, J.N.3
  • 19
    • 33846805573 scopus 로고    scopus 로고
    • Sliding stability and seismic design of retaining wall by pseudo-dynamic method for passive case
    • Nimbalkar, S. & Choudhury, D. (2007). Sliding stability and seismic design of retaining wall by pseudo-dynamic method for passive case. Soil Dynamics and Earthquake Engineering 27, No. 6, 497-505
    • (2007) Soil Dynamics and Earthquake Engineering , vol.27 , Issue.6 , pp. 497-505
    • Nimbalkar, S.1    Choudhury, D.2
  • 21
    • 0004277266 scopus 로고
    • McGraw Hill, New York, NY USA
    • Prakash, S. (1981). Soil Dynamics, McGraw Hill, New York, NY USA.
    • (1981) Soil Dynamics
    • Prakash, S.1
  • 23
    • 44949165328 scopus 로고
    • The influence of phase on the calculation of pseudo-static earth pressure on a retaining wall
    • Steedman, R. S. & Zeng, X (1990). The influence of phase on the calculation of pseudo-static earth pressure on a retaining wall. Géotechnique 40, No. 1, 103-112.
    • (1990) Géotechnique , vol.40 , Issue.1 , pp. 103-112
    • Steedman, R.S.1    Zeng, X.2
  • 25
    • 0002892123 scopus 로고
    • Limit equilibrium stability analysis for reinforced slopes
    • Wright, S. G. & Duncan, J. M. (1991). Limit equilibrium stability analysis for reinforced slopes. Tansportation Research Record, No. 1330, 40-46.
    • (1991) Tansportation Research Record , Issue.1330 , pp. 40-46
    • Wright, S.G.1    Duncan, J.M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.