Volume 42 Issue 1, March 2011

Please click here to download

Main Papers:

• Some Issues in Geosynthetic Reinforced Walls and Slopes
  by D. Leshchinsky
• Advance in Geogrid Reinforced Slopes in Malaysia
  by T.A. Ooi and C.H. Tee
  
• Embankment Construction with Saturated Clayey Fill Material Using Geocomposites
  by J.-C. Chai, T. Hino, Y. Igaya, and Y. Yamauchi
  
• Numerical Modeling of Geosynthetic-Reinforced Earth Structures and Geosynthetic-Soil Interactions  
  by J. Huang, A. Bhandari, and X. Yang          
• Geosynthetic Tubes and Geosynthetic Mats: Analyses and Applications
  by J. Chu ,W. Guo and S.W. Yan
  
• Performance-based Design for Geosynthetic Liner Systems in Landfills
  by Y.M. Chen, W.A. Lin, B. Zhu, and L.T. Zhan       
  
• Quantifying the Influence of Geosynthetics on Performance of Reinforced Granular Bases in Laboratory
  by J. Han, Y. Zhang, and R.L. Parsons

 

 

 

 

Volume 42 Issue 3, September 2011

Please click here to download

Main Papers:

• Building Damage Assessment for Deep Excavations in Singapore and the Influence of
  by K.H. Goh and R.J. Mair
• Concept and Design Methodology of Redundancy in Braced Excavation and Case Histories
  by G. Zheng, X.S. Cheng, Y. Diao, and H.X. Wang
• Three-Dimensional Deformation Behavior of an Over-sized Excavation in Shanghai Clay
  by Y. M. Hou, J. H. Wang and D-S. Jeng
• Numerical Study on the Movement of Existing Tunnel Due to Deep Excavation in Shanghai
  by J. J. Chen, J. H.Wang, G. W. Xiang, S. L.Wen, and Y. Du
• Observed Performance of Diaphragm Wall Construction
  by C.Y. Ou and L.L. Yang
• Performance of Construction with New Pneumatic Caisson Method in Shanghai Soft Ground
  by F.L. Peng and H.L. Wang
• Technologies of Micro-disturbance Construction of Pipe-Jacking
  by W. Q. Ding, B. Li, S. L. Yuan and J. K. Ge
• Design and Construction of InJe Tunnel, the Longest Road Tunnel of Korea
  by S. M. Cho, S. D. Lee, and Y. J. Kwon

Order Form

Payment options

Back Issues

.

.

.

.

Volume 42 Issue 2, June 2011

Please click here to download

Main Papers:

• Field Measurements on Piled Rafts with Grid-Form Deep Mixing Walls on Soft Ground
  by Kiyoshi Yamashita, Junji Hamada and Takeshi Yamada
• Static Axial Reciprocal Load Test of Cast-in-place Nodular Concrete Pile and Nodular Diaphrgm Wall
  by K. Watanabe, H. Sei, T. Nishiyama and Y. Ishii
• Vertical Load Test and Settlement Analysis of Cast-in-place Concrete Nodular Piles Supporting a High-Rise Building
  by N. Suzuki and T. Seki
• Extended Use of Spring Hammer Rapid Load Testing
  by K. Matsuzawa and T. Matsumoto
• Push-up Load Tests Using Uncrushable Particles and Its DEM Analyses
  by Suriyah Thongmunee, Shun-ichi Kobayashi and Tatsunori Matsumoto
• On Design and Construction of Pile Group Foundation of Taipei 101
  by Ching-Han Yu
• Capacity Versus Deformation Analysis for Design of Footings and Pile Foundations
  by Bengt H. Fellenius
• Pile Raft Foundations for Tall Buildings
  by H.G. Poulos, J.C. Small and H. Chow
• Foundation Design of the 151 Story Incheon Tower in a Reclamation Area
  by Ahmad Abdelrazaq, Frances Badelow, Sung Ho-Kim, Harry G. Poulos

 Volume 42 Issue 4, December 2011

Please click here to download

Main Papers:

• Dilation and Stability of Sand in Triaxial Tests
  by A. Sawicki
• The Strength Anisotropy of a Residual Soil in Singapore
  by G. Meng and J. Chu
• Effect of Boundary Conditions on Shear Banding in True Triaxial Tests on Sand
  by P.V. Lade and Q. Wang
• Behavioural Patterns of Fine Sands
  by V.N. Georgiannou
• Simulating Shear Rate-Dependent Undrained Stress-Strain Behaviour of Natural Sedimentary Clay at Kobe Airport
  by M.-S. Jung and S. Shibuya
• Experimental Investigation on Settling Behavior of Hong Kong Marine Deposits in Settling Column Condition
  by F. Tong J.H.Yin and G.F. Zhu
• Development of a Hollow Cylinder Torsional Apparatus for Pre-failure Deformation and Large Strains Behaviour of Sand
  by E. Ibraim, P. Christiaens and M. Pope
• Effect of High Confining Pressure on the Behaviour of Fibre Reinforced Sand
  by S. Ud-din, A. Marri and D. Wanatowski
• A Comment on the Ratio of the Maximum and Minimum Dry Density for Sand
  by E. Imre, S. Fityus, E. Keszeyne and T. Schanz