Further insight into the behaviour of Pleistocene Osaka clays at KIA Phase 1 island

References

• Arai , Y. , Oikawa , K. and Yamagata , N. 1991 . “ Large-scale sand drain works for the Kansai international airport island ” . In GEO-COAST '91 281 – 286 . Yokohama
   Google Scholar
• Bjerrum , L. 1967 . Engineering geology of Norwegian normally consolidated marine clays as related to settlements of buildings . Géotechnique , 17 : 81 – 118 .
   Web of Science ®Google Scholar
• Burland , J. B. 1990 . On the compressibility and shear strength of natural clays . Géotechnique , 40 : 329 – 378 .
   Web of Science ®Google Scholar
• Chang , Y. C. E. 1981 . Long term consolidation beneath the test fills at Väsby, Sweden , Linköping : Swedish Geotechnical Institute . Report No. 13
   Google Scholar
• Cotecchia , F. and Chandler , R. J. 2000 . A general framework for the mechanical behaviour of clays . Géotechnique , 50 : 431 – 447 .
   Web of Science ®Google Scholar
• Duncan , J. M. 1993 . Limitations of conventional analysis of consolidation settlement . J. Geotech. Eng., ASCE , 119 : 1333 – 1359 .
   Google Scholar
• Endo , H. , Oikawa , K. , Komatsu , A. and Kobayashi , M. 1991 . “ Settlement of diluvial clay layers caused by a large scale man-made island ” . In GEO-COAST '91 177 – 182 . Yokohama
   Google Scholar
• Feng , T. W. 1991 . Compressibility and permeability of natural soft clays and surcharging to reduce settlements , University of Illinois at Urbana-Champaign . Ph.D. Thesis
   Google Scholar
• Fukasawa , T. , Yamane , N. , Mizukami , J. and Kusakabe , O. . New construction control method for airport-island constructed on soft ground . 12th Asian Reg. Conf. on SMGE . Edited by: Leung . pp. 217 – 220 . Singapore : World Scientific .
   Google Scholar
• Imai , G. , Ohmukai , N. and Tanaka , H. . An isotaches-type compression model for predicting long term consolidation of KIA clays . Proceedings of the Symposium on the Geotechnical Aspects of Kansai International Airport . pp. 49 – 64 . Tokyo : Japanese Geotechnical Society .
   Google Scholar
• JGS . 2005 . Symposium on the Geotechnical Aspects of Kansai International Airport , Tokyo : Japanese Geotechnical Society .
   Google Scholar
• Kabbaj , M. , Tavenas , F. and Leroueil , S. 1988 . In situ and laboratory stress-strain relationships . Géotechnique , 38 : 83 – 100 .
   Web of Science ®Google Scholar
• Kobayashi , M. , Furudoi , T. , Suzuki , S. and Watabe , Y. . Modeling of consolidation characteristics of clays for settlement prediction of Kansai International Airport . Proceedings of the Symposium on the Geotechnical Aspects of Kansai International Airport . pp. 65 – 76 . Tokyo : Japanese Geotechnical Society .
   Google Scholar
• Larsson , R. , Bengtsson , P. E. and Eriksson , L. 1997 . Prediction of settlements of embankments on soft, fine-grained soils – Calculation of settlements and their course with time , Linköping : Swedish Geotechnical Institute .
   Google Scholar
• Leroueil , S. 2001 . “ Some fundamental aspects of soft clay behaviour and practical implications ” . In Soft Soil Engineering , Edited by: Lee , C. F. 37 – 63 . Lisse : Swets & Zeitlinger .
   Google Scholar
• Leroueil , S. , Kabbaj , M. and Tavenas , F. 1988 . Study of the validity of a σ'v, e v , ė v model in in situ conditions . Soils Found. , 28 : 13 – 25 .
   Google Scholar
• Leroueil , S. , Magnan , J. P. and Tavenas , S. 1990 . Embankments on Soft Clays , Ellis Horwood : Chichester .
   Google Scholar
• Matsui , T. , Oda , K. , Mimura , M. , Takeda , K. , Yamamoto , K. , Fujiwara , T. and Suwa , S. 2001 . “ Settlement behavior of pleistocene marine clay deposits due to reclamation in Osaka bay ” . In Soft Soil Engineering , Edited by: Lee , C. F. 429 – 434 . Lisse : Swets & Zeitlinger .
   Google Scholar
• Mesri , G. and Hayat , T. M. 1993 . The coefficient of earth pressure at rest . Can. Geotech. J. , 30 : 647 – 666 .
   Web of Science ®Google Scholar
• Mimura , M. , Shibata , T. , Nozu , M. and Kitazawa , M. 1990 . Deformation analysis of a reclaimed marine foundation subjected to land construction . Soils Found. , 30 : 119 – 133 .
   Google Scholar
• Mimura , M. , Takeda , K. , Yamamoto , K. , Fujiwara , T. and Jang , W. Y. 2003 . Long-term settlement of the reclaimed quasi-overconsolidated pleistocene clay deposits in Osaka bay . Soils Found. , 43 : 141 – 153 .
   Google Scholar
• Mimura , M. and Jang , W. Y. 2004 . Description of time-dependent behavior of quasi-overconsolidated Osaka pleistocene clays using elasto-viscoplastic finite element analyses . Soils Found. , 44 : 41 – 52 .
   Google Scholar
• Mimura , M. and Jang , W. Y. . Long-term settlement of the Pleistocene deposits due to construction of KIA . Proceedings of the Symposium on the Geotechnical Aspects of Kansai International Airport . pp. 77 – 85 . Tokyo : Japanese Geotechnical Society .
   Google Scholar
• Mimura , M. and Jang , W. Y. 2005b . Verification of the elasto-viscoplastic approach assessing the long-term deformation of the quasi-overconsolidated Pleistocene clay deposits . Soils Found. , 45 : 37 – 49 .
   Google Scholar
• Rocchi , G. , Fontana , M. and Da Prat , M. 2003 . Modelling of natural soft clay destruction processes using viscoplasticity theory . Géotechnique , 53 : 729 – 745 .
   Web of Science ®Google Scholar
• Rocchi , G. , Vaciago , G. , Fontana , M. and Plebani , F. 2006 . Enhanced prediction of settlement in structured clays with examples from Osaka Bay . Geomechanics and Geoengineering: An International Journal , 1 : 217 – 237 .
   Google Scholar
• Rowe , P. W. 1964 . The calculation of the consolidation rates of laminated, varved or layered clays, with particular reference to sand drains . Géotechnique , 14 : 321 – 340 .
   Google Scholar
• Santagata , M. C. and Germane , J. T. 2002 . Sampling disturbance effects in normally consolidated clays . J. Geotech. Geoenviron. Eng. ASCE , 128 ( 12 ) : 997 – 1006 .
   Web of Science ®Google Scholar
• Santagata , M. , Sinfield , J. V. and Germane , J. T. 2006 . Laboratory simulation of field sampling: comparison with ideal sampling and field data . J. Geotech. Geoenviron. Eng. ASCE , 132 : 351 – 362 .
   Google Scholar
• Schmidt , B. 1966 . Discussion of earth pressures at rest related to stress history: Discussion . Can. Geotech. J. , 3 : 239 – 242 .
   Google Scholar
• Shibata , T. and Karube , D. . Settlement prediction of Kansai International Airport . Proceedings of the Symposium on the Geotechnical Aspects of Kansai International Airport . pp. 87 – 96 . Tokyo : Japanese Geotechnical Society .
   Google Scholar
• Shibuya , S. , Mitachi , T. , Tanaka , H. , Kawaguchi , T. and Lee , I. . Measurement and application of quasi-elastic properties in geotechnical site characterisation . Proceedings of 11th Asian Regional Conference on SMFE . Vol. 2 , pp. 639 – 710 .
   Google Scholar
• Tabata , T. and Morikawa , Y. . The second phase construction of Kansai International Airport considering the large and long-term settlement of the clay deposits . Proceedings of the Symposium on the Geotechnical Aspects of Kansai International Airport . pp. 7 – 16 . Tokyo : Japanese Geotechnical Society .
   Google Scholar
• Tanaka , H. , Ritoh , F. and Omukai , N. 2003 . “ Geotechnical properties of clay deposits of the Osaka Basin ” . In Characterisation and Engineering Properties of Natural Soils , Edited by: Tan , T. S. 455 – 474 . Lisse : Swets & Zeitlinger .
   Google Scholar
• Tanaka , H. 2005 . Consolidation behaviour of natural soils around pc value: long term consolidation test . Soils Found. , 45 : 83 – 95 .
   Google Scholar
• Tavenas , F. , Jean , P. , Leblond , P. and Leroueil , S. 1983 . The permeability of natural soft clays. Part II: Permeability characteristics . Can. Geotech. J. , 20 : 645 – 660 .
   Web of Science ®Google Scholar
• Tsuchida , T. , Okumutra , T. , Takeuchi , D. and Kishida , T. . Development of light-weight fill from dredgings . Proceedings of 2nd International Congress on Environmental Geotechnics . Vol. 1 , pp. 415 – 420 .
   Google Scholar
• Tsuchida , T. 2001 . “ Settlement of pleistocene clay layer in coastal area, the reason, prediction and measure ” . In Soft Soil Engineering , Edited by: Lee , C. F. 67 – 80 . Lisse : Swets & Zeitlinger .
   Google Scholar
• Watabe , Y. 1999 . “ Mechanical properties of Ko-consolidation and shearing behaviour observed in triaxial tests for five worldwide clays – Drammen, Louiseville, Singapore, Kansai and Ariake clay ” . In Chacterization of Soft Marine Clays , Edited by: Tsuchida , T. and Nakase , A. 241 – 251 . Rotterdam : Balkema .
   Google Scholar
• Watabe , Y. and Tsuchida , T. 2001 . Comparative study on undrained shear strength of Osaka bay pleistocene clay determined by several kinds of laboratory tests . Soils Found. , 41 : 47 – 59 .
   Google Scholar
• Watabe , Y. , Tsuchida , T. and Adachi , K. 2002 . Undrained shear strength of pleistocene clay in Osaka bay . J. Geotech. Geoenviron. Eng. ASCE , 128 : 216 – 226 .
   Web of Science ®Google Scholar
• Watabe , Y. , Tanaka , M. , Tanaka , H. and Tsuchida , T. 2003 . Ko-consolidation in a traxial cell and evaluation of in-situ Ko for marine clays with various characteristics . Soils Found. , 43 : 1 – 20 .
   Web of Science ®Google Scholar
• Yin , J. -H. , Graham , J. , Clark , J. I. and Gao , L. 1994 . Modelling unanticipated porewater pressures in soft clays . Can. Geotech. J. , 31 : 773 – 778 .
   Web of Science ®Google Scholar
• Zhu , J. G. and Yin , J. -H. 2001 . Deformation and porewater pressure responses of elastic viscoplastic soil . J. Eng. Mech., ASCE , 127 : 899 – 908 .
   Web of Science ®Google Scholar