Soft Ground Engineering in Coastal Areas

Takashi Tsuchida, Yoichi Watabe, Minsoo Kang, Osamu Kusakabe, Masaaki Terashi

• Preface, Biography of the late Professor Akio Nakase (1929–2000), Selected papers of Prof. Akio Nakase, The ? u = 0 analysis of stability and unconfined compression strength, Kansai International Airport-construction of man-made island, Keynote addresses, The assessment of uncertainty in stability problems, The 1964 Niigata earthquake in retrospect, Fundamental characteristics of clayey soils, Compression behaviour of structurally complex marine clays, Effect of drying and preparation method on microscopic analysis on Pleistocene clays using mercury intrusion porosimetry, Estimation of the strain rate effect influenced to the consolidation characteristic of Osaka Bay Pleistocene clay, Engineering properties of intermediate soil consisting with grain size distribution, What does the qu mean?, Evaluation of in-situ lateral earth pressure at rest for marine clay by means of triaxial cell, Estimation of consolidation settlement in the large-scale reclamation, Some problems on settlement and stabilization of soft grounds, Settlement analysis and observational method for the reclamation with dredged clay – A case record at New-Kitakyushu Airport, An evaluation of the settlement of offshore man-made island improved with large-scale preloading, Interaction of two adjacent man-made islands on soft ground, Evaluation of long-term settlement of Pleistocene deposits in Osaka Bay, Evaluation of consolidation process of soft clay ground by cone penetration test, Settlement analysis and intelligent site management of the second-phase land reclamation works for Kansai International Airport, Selection of soil improvement methods for reclaimed land and actual examples, A non-linear equation for the consolidation with vertical drain and its applications, Two-dimensional bearing capacity on ultra soft clay, Development of clayey water interception material in a coastal disposal site, A new construction control method for reclamation work in the Kansai International Airport second phase project, Calculation of settlements of foundation soils considering creep, A case history on deformation management of embankment constructed on ultra soft reclaimed land, Soil improvement methods in coastal areas, Application of FGC deep mixing to the braced excavation, Deformation of ultra-soft soil, Long-term strength change of cement treated soil at Daikoku Pier, Effects of negative pressure and drain spacing in the horizontal drain method, Design and performance of fibredrain in soil improvement projects, Cone resistance of sand compaction pile in soft clay with different area replacement ratio, Improvement of soft ground applying vacuum consolidation method by expecting upper clay layer as sealing-up material, Research on the coefficient of earth pressure at rest (K0) for a CPG improved ground, Reuse of dredged soils & behavior of coastal structures under earthquake, Applicability of CPT for construction control in coastal area, Prediction method of liquefaction-induced settlement of remedied embankment with deep mixing method, Sea reclamation with dredged soft soil for Central Japan International Airport, Behavior of caisson with extended footing quay wall during ordinary and earthquake conditions, Evaluating undrained cyclic strength of gravelly soil by shear modulus, Utilization of cement treated soft dredgings with special working ship, Construction of seawall for waste landfill in Tachibana Port, Use of lightweight treated soil method in seaport and airport construction projects, Evaluation for the stability of coastal structures, Osaka Port Yumeshima tunnel project, Recent research into the fundamental behaviour of piles in clay, Proposal of new design method for soft landing breakwater with piles, Stability analysis of a ground-sheet pile system on the soft ground, Settlement of an embankment placed on the old seabed in a polder, New improving method for the bearing capacities of steel pipe piles installed by water jet vibratory technique, Study on design method of suction foundation using model tests, Author index