| 00.Cover, preface and table of contents |
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01.Factors Affecting Magnitude of Clay Settlement
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J. Michael Duncan
Jean-Pierre Rajot
Vincent J. Perrone
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02.The second phase construction of Kansai International
Airport considering the large and long-term settlement of the clay
deposits
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T. Tabata
Y.Morikawa
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03.Subsurface geology of Kansai International Airport,
central Japan
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K. Takemura
K. Nakaseko
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04.A New Method For Predicting Three Dimensional (3-D)
Settlement Using Groundwater Flow Analysis
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M. Nishigaki
T. Imai
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05.Structure due to cementation of Osaka bay clay
and its mathematical modeling
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T. Tsuchida
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06.Elasto-viscoplastic model for expressing strain
rate dependency of creep behavior andits applicability to one-dimensional
consolidation behavior of Pleistocene clays in Osaka Bay
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K. Oda & K. Tokida
T. Matsui
M. Ono
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07.An isotaches-type compression model for predicting
long term consolidation of KIA clays
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G. Imai
N. Ohmukai
H. Tanaka
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08.Modeling of consolidation characteristics of clays
for settlement prediction of Kansai International Airport
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M. Kobayashi
T. Furudoi
S. Suzuki
Y. Watabe
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09.Long-term settlement of the Pleistocene deposits
due to construction of KIA
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M. Mimura
W.Y. Jang
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10.Settlement prediction of Kansai International Airport
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T. Shibata
D. Karube
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