| TECHNICAL PAPERS |  
 
 
  
 | Accumulated Deformation of Sand with Initial Shear
  Stress and Effective Stress State Lying near Failure Conditions |  
 
 
  
 | G. Arangelovski and Ikuo
  Towhata |  
 ... 1 |  
 
 
  
 | Behavior of Pile Subject to Negative Skin Friction
  and Axial Load |  
 
 
  
 | C. F. Leung, B. K. Liao,
  Y. K. Chow, R. F. Shen and Y. C. Kog |  
 ... 17 |  
 
 
  
 | Development of Displacement-Softening
  Model for Interface Shear Behavior between Geosynthetics |  
 
 
 | M. W. Seo, I. J. Park and
  J. B. Park |  
 ... 27 |  
 
 
 
  
 |  
 Ageing Effects on Consolidation Properties - Based on The Site
 Investigation of Osaka Pleistocene Clays |  
 
 
  
 | Hiroyuki Tanaka, M.-S.
  Kang and Yoichi Watabe |  
 ... 39 |  
 
 
  
 |  
 One Dimensional Compression for Air-Foam Treated
 Lightweight Geo-Material in Microscopic Point of View |  
 
 
  
 | Yoichi Watabe, Yasunari
  Itou, M.-S. Kang and Takashi Tsuchida |  
 ... 53 |  
 
 
  
 |  
 Two Case Studies of Consolidation Settlement
 Analysis Using Constant Rate of Strain Consolidation Test |  
 
 
 
 |  
  Koji Suzuki and Kazuya
 Yasuhara  |  
 ... 69 |  
 
 
 |  
 A
 Modelling Procedure for Shear Yielding Characteristics Affected by Viscous
 Properties of Sand in Triaxial Compression |  
 
 
 |  
  Fumio Tatsuoka, H. Nawir
 and Reiko Kuwano  |  
 ... 83 |  
 
 
 |  
 Pore Water Pressure Response around Pile and Its
 Effects on p-y Behavior during Soil Liquefaction |  
 
 
 |  
  Kohji Tokimatsu and
 Hiroko Suzuki  |  
 ... 101 |  
 
 
 | 
 Effect of Acid Buffering Capacity on The Long-Term
 Mobility of Heavy Metals in Clay Liner |  
 
 
 |  
  H. Zhang, Masashi Kamon
 and Takeshi Katsumi  |  
 ... 111 |  
 
  
 |  
 TECHNICAL NOTE |  
 
 
  
 | 
   Unified Formulation for Two
  Dimensional Slope Stability Analysis and Limitations
  in Factor of Safety Determination  | 
  
  |  
 
 
  
 | Y. M. Cheng and L. J. Zhu |  
 ... 121 |  
 
 
  
 |  
  DISCUSSIONS  |  
  |  
 
 
 
 |  
  Applicability of SHANEP Method to Six Different
 Natural Clays, Using Triaxial and Direct Shear Tests  |  
  |  
 
 
 |  
 A. S. Balasubramaniam and
 Y. N. Oh |  
 ... 129 |  
 
 
 |  
  Numerical Interpretation of a Shape of Yield Surface
 Obtained from Stress Probe Tests   |  
  |  
 
 
 |  
 A. S. Balasubramaniam, S.
 R. Kim and Y. N. Oh |  
 ... 129 |  
 
  
 |  
  Long-Term Settlement of the Reclaimed
 Quasi-Overconsolidated Pleistocene Clay Deposits in Osaka Bay  |  
  |  
 
 
  
 |  
 G. Mesri |  
 ... 132 |  
 
 
 
 |  
  Long-Term Settlement of the Reclaimed
 Quasi-Overconsolidated Pleistocene Clay Deposits in Osaka Bay (closure)  |  
  |  
 
 
 |  
 Mamoru Mimura, Koichi
 Takeda, Koji Yamamoto, Teruyuki Fujiwara and W.-Y. Jang |  
 ... 134 |  
 
 
 |  
  JGS NEWS  |  
 ... I-III |  
 
  
 |  
  Contents and Indexes for Volume 44 (February 2004 to
 December 2004)  |  
 ... IV-XI |  
 
 
  
 |  
  List of Key Words  |  
 ... XII |