| Preface | p. IX |
| Biography of the late Professor Akio Nakase (1929-2000) | p. XV |
| Selected papers of Prof. Akio Nakase | |
| The [phi subscript u] = 0 analysis of stability and unconfined compression strength | p. 3 |
| Kansai International Airport-construction of man-made island | p. 21 |
| Keynote addresses | |
| The assessment of uncertainty in stability problems | p. 39 |
| The 1964 Niigata earthquake in retrospect | p. 53 |
| Fundamental characteristics of clayey soils | |
| Compression behaviour of structurally complex marine clays | p. 63 |
| Effect of drying and preparation method on microscopic analysis on Pleistocene clays using mercury intrusion porosimetry | p. 73 |
| Estimation of the strain rate effect influenced to the consolidation characteristic of Osaka Bay Pleistocene clay | p. 79 |
| Engineering properties of intermediate soil consisting with grain size distribution | p. 85 |
| What does the q[subscript u] mean? | p. 91 |
| Evaluation of in-situ lateral earth pressure at rest for marine clay by means of triaxial cell | p. 97 |
| Estimation of consolidation settlement in the large-scale reclamation | |
| Some problems on settlement and stabilization of soft grounds | p. 107 |
| Settlement analysis and observational method for the reclamation with dredged clay - A case record at New-Kitakyushu Airport | p. 119 |
| An evaluation of the settlement of offshore man-made island improved with large-scale preloading | p. 127 |
| Interaction of two adjacent man-made islands on soft ground | p. 137 |
| Evaluation of long-term settlement of Pleistocene deposits in Osaka Bay | p. 145 |
| Evaluation of consolidation process of soft clay ground by cone penetration test | p. 151 |
| Settlement analysis and intelligent site management of the second-phase land reclamation works for Kansai International Airport | p. 159 |
| Selection of soil improvement methods for reclaimed land and actual examples | p. 169 |
| A non-linear equation for the consolidation with vertical drain and its applications | p. 179 |
| Two-dimensional bearing capacity on ultra soft clay | p. 187 |
| Development of clayey water interception material in a coastal disposal site | p. 193 |
| A new construction control method for reclamation work in the Kansai International Airport second phase project | p. 201 |
| Calculation of settlements of foundation soils considering creep | p. 205 |
| A case history on deformation management of embankment constructed on ultra soft reclaimed land | p. 213 |
| Soil improvement methods in coastal areas | |
| Application of FGC deep mixing to the braced excavation | p. 223 |
| Deformation of ultra-soft soil | p. 233 |
| Long-term strength change of cement treated soil at Daikoku Pier | p. 241 |
| Effects of negative pressure and drain spacing in the horizontal drain method | p. 247 |
| Design and performance of fibredrain in soil improvement projects | p. 255 |
| Cone resistance of sand compaction pile in soft clay with different area replacement ratio | p. 267 |
| Improvement of soft ground applying vacuum consolidation method by expecting upper clay layer as sealing-up material | p. 275 |
| Research on the coefficient of earth pressure at rest (K[subscript 0]) for a CPG improved ground | p. 285 |
| Reuse of dredged soils & behavior of coastal structures under earthquake | |
| Applicability of CPT for construction control in coastal area | p. 295 |
| Prediction method of liquefaction-induced settlement of remedied embankment with deep mixing method | p. 305 |
| Sea reclamation with dredged soft soil for Central Japan International Airport | p. 311 |
| Behavior of caisson with extended footing quay wall during ordinary and earthquake conditions | p. 319 |
| Evaluating undrained cyclic strength of gravelly soil by shear modulus | p. 325 |
| Utilization of cement treated soft dredgings with special working ship | p. 335 |
| Construction of seawall for waste landfill in Tachibana Port | p. 345 |
| Use of lightweight treated soil method in seaport and airport construction projects | p. 353 |
| Evaluation for the stability of coastal structures | |
| Osaka Port Yumeshima tunnel project | p. 369 |
| Recent research into the fundamental behaviour of piles in clay | p. 377 |
| Proposal of new design method for soft landing breakwater with piles | p. 379 |
| Stability analysis of a ground-sheet pile system on the soft ground | p. 389 |
| Settlement of an embankment placed on the old seabed in a polder | p. 397 |
| New improving method for the bearing capacities of steel pipe piles installed by water jet vibratory technique | p. 409 |
| Study on design method of suction foundation using model tests | p. 419 |
| Author index | p. 423 |
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