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Volumn 58, Issue 2, 2008, Pages 95-111

Insight into seismic earth and water pressures against caisson quay walls

Author keywords

Case history; Earth pressure; Earthquakes; Liquefaction; Numerical modelling; Retaining walls

Indexed keywords

CONSTITUTIVE MODELS; EARTHQUAKE EFFECTS; ELASTOPLASTICITY; LIQUEFACTION; NUMERICAL METHODS; PLASTIC DEFORMATION; RETAINING WALLS; ROTATION;

EID: 41349114860     PISSN: 00168505     EISSN: 00168505     Source Type: Journal    
DOI: 10.1680/geot.2008.58.2.95     Document Type: Article
Times cited : (74)

References (48)
  • 1
    • 0033152084 scopus 로고    scopus 로고
    • Seismic analysis and design of rigid bridge abutments considering rotation and sliding incorporating nonlinear soil behaviour
    • Al-Homoud, A. S. & Whitman, R. V. (1999). Seismic analysis and design of rigid bridge abutments considering rotation and sliding incorporating nonlinear soil behaviour. Soil Dynam. Earthquake Engng 18, No. 4, 247-277.
    • (1999) Soil Dynam. Earthquake Engng , vol.18 , Issue.4 , pp. 247-277
    • Al-Homoud, A.S.1    Whitman, R.V.2
  • 2
    • 0022674149 scopus 로고
    • The strength and dilatancy of sands
    • Bolton, M. D. (1986). The strength and dilatancy of sands. Géotechnique 36, No. 1, 65-78.
    • (1986) Géotechnique , vol.36 , Issue.1 , pp. 65-78
    • Bolton, M.D.1
  • 3
    • 0002607254 scopus 로고    scopus 로고
    • Empirical correlation between SPT N-value and relative density for sandy soils
    • Cubrinovski, M. & Ishihara, K. (1999). Empirical correlation between SPT N-value and relative density for sandy soils. Soils Found. 39, No. 5, 61-71.
    • (1999) Soils Found , vol.39 , Issue.5 , pp. 61-71
    • Cubrinovski, M.1    Ishihara, K.2
  • 4
    • 41349093650 scopus 로고    scopus 로고
    • Verification of a constitutive model for non-cohesive soils
    • Volos, Greece: University of Thessaly in Greek
    • Dakoulas, P. (2003). Verification of a constitutive model for non-cohesive soils, Research Report. Volos, Greece: University of Thessaly (in Greek).
    • (2003) Research Report
    • Dakoulas, P.1
  • 5
    • 41349117480 scopus 로고    scopus 로고
    • Effective stress analysis of caisson quay walls: Application to Kobe
    • Dakoulas, P. & Gazetas, G. (2005a). Effective stress analysis of caisson quay walls: application to Kobe. Soils Found. 45, No. 4, 133-147.
    • (2005) Soils Found , vol.45 , Issue.4 , pp. 133-147
    • Dakoulas, P.1    Gazetas, G.2
  • 7
    • 0008478977 scopus 로고
    • The seismic design of waterfront retaining structures
    • Technical Report ITL-92-11. Washington, DC: US Army Corps of Engineers
    • Ebeling, R. M. & Morison, E. E. (1992). The seismic design of waterfront retaining structures, Technical Report ITL-92-11. Washington, DC: US Army Corps of Engineers.
    • (1992)
    • Ebeling, R.M.1    Morison, E.E.2
  • 9
    • 0025232220 scopus 로고
    • Empirical seismic design method for waterfront anchored sheetpile walls
    • Ithaca: American Society of Civil Engineers
    • Gazetas, G., Dakoulas, P. & Dennehy, K. (1990). Empirical seismic design method for waterfront anchored sheetpile walls. In Design and performance of earth retaining structures, pp. 232-250. Ithaca: American Society of Civil Engineers.
    • (1990) Design and performance of earth retaining structures , pp. 232-250
    • Gazetas, G.1    Dakoulas, P.2    Dennehy, K.3
  • 10
    • 2942699889 scopus 로고    scopus 로고
    • Seismic behaviour of flexible retaining systems subjected to short-duration moderately strong excitation
    • Gazetas, G., Psarropoulos, P., Anastasopoulos, I. & Gerolymos, N. (2004). Seismic behaviour of flexible retaining systems subjected to short-duration moderately strong excitation. Soil Dynam. Earthquake Engng 24, No. 7, 537-550.
    • (2004) Soil Dynam. Earthquake Engng , vol.24 , Issue.7 , pp. 537-550
    • Gazetas, G.1    Psarropoulos, P.2    Anastasopoulos, I.3    Gerolymos, N.4
  • 12
    • 41349090696 scopus 로고    scopus 로고
    • Ghalandarzadeh, A., Orita, T., Towahata, I. & Yun, F. (1998). Shaking table tests on seismic deformation of gravity quaywalls. Soils Found. (Special issue on geotechnical aspects of the January 17, 1995 Hyogoken-Nambu earthquake), 2, 115-132.
    • Ghalandarzadeh, A., Orita, T., Towahata, I. & Yun, F. (1998). Shaking table tests on seismic deformation of gravity quaywalls. Soils Found. (Special issue on geotechnical aspects of the January 17, 1995 Hyogoken-Nambu earthquake), 2, 115-132.
  • 13
    • 0004134147 scopus 로고    scopus 로고
    • Liquefaction, ground deformation and their caused damage to structures
    • Tokyo: Committee of Earthquake Engineering, Japan Society of Civil Engineers
    • Hamada, M. & Wakamatsu, K. (1996). Liquefaction, ground deformation and their caused damage to structures. In The 1995 Hyogoken-Nanbu Earthquake, pp. 45-91. Tokyo: Committee of Earthquake Engineering, Japan Society of Civil Engineers.
    • (1996) The 1995 Hyogoken-Nanbu Earthquake , pp. 45-91
    • Hamada, M.1    Wakamatsu, K.2
  • 14
    • 0031644323 scopus 로고    scopus 로고
    • Seismic analysis and performance of retaining structures
    • eds P. Dakoulas, M. K. Yegian and R. Holtz, Geotechnical Special Publication, II, pp, American Society of Civil Engineers
    • Iai, S. (1998). Seismic analysis and performance of retaining structures. In Geotechnical earthquake engineering and soil dynamics III (eds P. Dakoulas, M. K. Yegian and R. Holtz), Geotechnical Special Publication, Vol. II, pp. 1020-1044. American Society of Civil Engineers.
    • (1998) Geotechnical earthquake engineering and soil dynamics III , pp. 1020-1044
    • Iai, S.1
  • 15
    • 41349093649 scopus 로고    scopus 로고
    • Iai, S., Ichii, K., Liu, H. & Morita, T. (1998). Effective stress analysis of port structures. Soils Found. (Special issue on geotechnical aspects of the January 17, 1995 Hyogoken-Nambu earthquake), 2, 97-114.
    • Iai, S., Ichii, K., Liu, H. & Morita, T. (1998). Effective stress analysis of port structures. Soils Found. (Special issue on geotechnical aspects of the January 17, 1995 Hyogoken-Nambu earthquake), 2, 97-114.
  • 16
    • 0029723730 scopus 로고    scopus 로고
    • Inagaki, H., Iai, S., Sugano, T., Yamazaki, H. & Inatomi, T. (1996). Performance of caisson type quay walls at Kobe port. Soils Found. (Special issue on geotechnical aspects of the January 17, 1995 Hyogoken-Nambu earthquake), 1, 119-136.
    • Inagaki, H., Iai, S., Sugano, T., Yamazaki, H. & Inatomi, T. (1996). Performance of caisson type quay walls at Kobe port. Soils Found. (Special issue on geotechnical aspects of the January 17, 1995 Hyogoken-Nambu earthquake), 1, 119-136.
  • 17
    • 0010166731 scopus 로고    scopus 로고
    • Terzaghi oration: Geotechnical aspects of the 1995 Kobe earthquake
    • Hamburg
    • Ishihara, K. (1997). Terzaghi oration: Geotechnical aspects of the 1995 Kobe earthquake. Proc. 14th Conf. Soil Mech. Found. Engng, Hamburg 4, 2047-2073.
    • (1997) Proc. 14th Conf. Soil Mech. Found. Engng , vol.4 , pp. 2047-2073
    • Ishihara, K.1
  • 18
    • 0029695873 scopus 로고    scopus 로고
    • Ishihara, K., Yasuda, S. & Nagase, H. (1996). Soil characteristics and ground damage. Soils Found. (Special issue on geotechnical aspects of the January 17, 1995 Hyogoken-Nambu earthquake), 1, 109-118.
    • Ishihara, K., Yasuda, S. & Nagase, H. (1996). Soil characteristics and ground damage. Soils Found. (Special issue on geotechnical aspects of the January 17, 1995 Hyogoken-Nambu earthquake), 1, 109-118.
  • 20
    • 0029710115 scopus 로고    scopus 로고
    • Iwasaki, Y. & Tai, M. (1996). Strong motion records at Kobe Port Island. Soils Found. (Special issue on geotechnical aspects of the January 17, 1995 Hyogoken-Nambu earthquake), 1, 29-40.
    • Iwasaki, Y. & Tai, M. (1996). Strong motion records at Kobe Port Island. Soils Found. (Special issue on geotechnical aspects of the January 17, 1995 Hyogoken-Nambu earthquake), 1, 29-40.
  • 22
    • 0029719302 scopus 로고    scopus 로고
    • Kamon, M., Wako, T., Isemura, K., Sawa, K., Mimura, M., Tateyama, K. & Kobayashi, S. (1996). Geotechnical disasters on the waterfront. Soils Found. (Special issue on geotechnical aspects of the January 17, 1995 Hyogoken-Nambu earthquake), 1, 137-147.
    • Kamon, M., Wako, T., Isemura, K., Sawa, K., Mimura, M., Tateyama, K. & Kobayashi, S. (1996). Geotechnical disasters on the waterfront. Soils Found. (Special issue on geotechnical aspects of the January 17, 1995 Hyogoken-Nambu earthquake), 1, 137-147.
  • 23
    • 2942708469 scopus 로고
    • Analysis on seismic damage in anchored sheet-piling bulkheads
    • No. 1, 67-130 in Japanese
    • Kitajima, S. & Uwabe, T. (1978). Analysis on seismic damage in anchored sheet-piling bulkheads. Report of the Port and Harbor Research Institute 18, No. 1, 67-130 (in Japanese).
    • (1978) Report of the Port and Harbor Research Institute , vol.18
    • Kitajima, S.1    Uwabe, T.2
  • 24
    • 13644275393 scopus 로고    scopus 로고
    • Centrifuge modeling of the behavior of caisson-type quay walls during earthquakes
    • Lee, C. J. (2005). Centrifuge modeling of the behavior of caisson-type quay walls during earthquakes. Soil Dynam. Earthquake Engng 25, No. 2, 117-131.
    • (2005) Soil Dynam. Earthquake Engng , vol.25 , Issue.2 , pp. 117-131
    • Lee, C.J.1
  • 25
    • 0022146495 scopus 로고
    • Dynamic soil and water pressures of submerged soils
    • Matsuzawa, H., Ishibashi, I. & Kawamura, M. (1985). Dynamic soil and water pressures of submerged soils. J. Geotech. Engng ASCE 111, No. 10, 1161-1176.
    • (1985) J. Geotech. Engng ASCE , vol.111 , Issue.10 , pp. 1161-1176
    • Matsuzawa, H.1    Ishibashi, I.2    Kawamura, M.3
  • 27
    • 0002037051 scopus 로고
    • Relation between seismic coefficient and ground acceleration for gravity wall
    • Japan, No. 4, 67-111 in Japanese
    • Noda, S., Uwabe, T. & Chiba, T. (1975). Relation between seismic coefficient and ground acceleration for gravity wall. Report of the Port and Harbor Research Institute, Japan 14, No. 4, 67-111 (in Japanese).
    • (1975) Report of the Port and Harbor Research Institute , vol.14
    • Noda, S.1    Uwabe, T.2    Chiba, T.3
  • 29
    • 0001219888 scopus 로고
    • General theory of earth pressures
    • Okabe, S. (1926). General theory of earth pressures. J. Jpn. Soc. Civ. Engng 12, No. 1.
    • (1926) J. Jpn. Soc. Civ. Engng , vol.12 , Issue.1
    • Okabe, S.1
  • 30
    • 0002458433 scopus 로고
    • A generalized plasticity hierarchical model for sand under monotonic and cyclic loading
    • eds G. N. Pande and W. F. Impe, pp, London: John Wiley
    • Pastor, M. & Zienkiewicz, O. C. (1986). A generalized plasticity hierarchical model for sand under monotonic and cyclic loading. In Numerical methods in geomechanics (eds G. N. Pande and W. F. Impe), pp. 131-150. London: John Wiley.
    • (1986) Numerical methods in geomechanics , pp. 131-150
    • Pastor, M.1    Zienkiewicz, O.C.2
  • 32
    • 0022267666 scopus 로고
    • Simple model for transient soil loading in earthquake analysis II: Non-associative models for sands
    • Pastor, M., Zienkiewicz, O. C. & Leung, K. H. (1985). Simple model for transient soil loading in earthquake analysis II: Non-associative models for sands. Int. J. Numer. Anal. Methods Geomech. 9, No. 5, 477-498.
    • (1985) Int. J. Numer. Anal. Methods Geomech , vol.9 , Issue.5 , pp. 477-498
    • Pastor, M.1    Zienkiewicz, O.C.2    Leung, K.H.3
  • 36
    • 0031638597 scopus 로고    scopus 로고
    • Emerging art: Earthquake ground motion
    • eds P. Dakoulas, M. K. Yegian and R. Holtz, Geotechnical Special Publication, Seattle: American Society of Civil Engineers
    • Somerville, P. (1998). Emerging art: earthquake ground motion. In Geotechnical earthquake engineering and soil dynamics III (eds P. Dakoulas, M. K. Yegian and R. Holtz), Geotechnical Special Publication, Vol. 1, pp. 1-38. Seattle: American Society of Civil Engineers.
    • (1998) Geotechnical earthquake engineering and soil dynamics III , vol.1 , pp. 1-38
    • Somerville, P.1
  • 37
    • 0030408568 scopus 로고    scopus 로고
    • Rotation of large gravity walls on rigid foundations under seismic loading
    • ed. S. Prakash, Geotechnical Special Publication No. 60, pp, ASCE
    • Steedman, R. S. & Zeng, X. (1996). Rotation of large gravity walls on rigid foundations under seismic loading. In Analysis and design of retaining structures against earthquakes (ed. S. Prakash, Geotechnical Special Publication No. 60, pp. 38-56. ASCE.
    • (1996) Analysis and design of retaining structures against earthquakes , pp. 38-56
    • Steedman, R.S.1    Zeng, X.2
  • 40
    • 0029716490 scopus 로고    scopus 로고
    • Towhata, I., Ghalandarzadeh, A., Sundarraj, K. & Vargas-Monge, W. (1996). Dynamic failures of subsoils observed in water-front areas. Soils Found. (Special issue on geotechnical aspects of the January 17, 1995 Hyogoken-Nambu earthquake), 149-160.
    • Towhata, I., Ghalandarzadeh, A., Sundarraj, K. & Vargas-Monge, W. (1996). Dynamic failures of subsoils observed in water-front areas. Soils Found. (Special issue on geotechnical aspects of the January 17, 1995 Hyogoken-Nambu earthquake), 149-160.
  • 42
    • 0000527588 scopus 로고
    • Water pressures on dams during earthquakes
    • Westergaard, H. M. (1933). Water pressures on dams during earthquakes. Trans. ASCE 98, 418-433.
    • (1933) Trans. ASCE , vol.98 , pp. 418-433
    • Westergaard, H.M.1
  • 44
    • 0016554119 scopus 로고
    • Earthquake-induced pressures on a rigid wall structure
    • Wood, J. H. (1975). Earthquake-induced pressures on a rigid wall structure. Bull. N. Z. Nat. Earthquake Engng 8, No. 3, 175-186.
    • (1975) Bull. N. Z. Nat. Earthquake Engng , vol.8 , Issue.3 , pp. 175-186
    • Wood, J.H.1
  • 45
    • 41349092165 scopus 로고    scopus 로고
    • Zeng, X. (1993). Experimental results of Model No. 11. Proceedings of the symposium on verification of numerical procedures for the analysis of soil liquefaction problems, University of California Davis, 1, pp. 895-908.
    • Zeng, X. (1993). Experimental results of Model No. 11. Proceedings of the symposium on verification of numerical procedures for the analysis of soil liquefaction problems, University of California Davis, Vol. 1, pp. 895-908.
  • 46
    • 0022267668 scopus 로고
    • Simple model for transient soil loading in earthquake analysis I: Basic model and its application
    • Zienkiewicz, O., Leung, K. H. & Pastor, M. (1985). Simple model for transient soil loading in earthquake analysis I: Basic model and its application. Int. J. Numer. Anal. Methods Geomech. 9, No. 5, 453-476.
    • (1985) Int. J. Numer. Anal. Methods Geomech , vol.9 , Issue.5 , pp. 453-476
    • Zienkiewicz, O.1    Leung, K.H.2    Pastor, M.3


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