Vol. 42 No.4 December 2011 ISSN 0046-5828

Editors: Dr. Dariusz Wanatowski

Sponsored by: Asian Institute of Technology

Content and Abstracts

Research Papers:

Dilation and Stability of Sand in Triaxial Tests 1 – 9
by A. Sawicki

The Strength Anisotropy of a Residual Soil in Singapore 10 -18
by G. Meng and J. Chu

Effect of Boundary Conditions on Shear Banding in True Triaxial Tests on Sand 19 – 25
by P.V. Lade and Q. Wang

Behavioural Patterns of Fine Sands 26 – 41
by V.N. Georgiannou

Simulating Shear Rate-Dependent Undrained Stress-Strain Behaviour of Natural Sedimentary Clay at Kobe Airport 42 – 52
by M.-S. Jung and S. Shibuya

Experimental Investigation on Settling Behavior of Hong Kong Marine Deposits in Settling Column Condition 53 – 57
by F. Tong J.H.Yin and G.F. Zhun

Development of a Hollow Cylinder Torsional Apparatus for Pre-failure Deformation and Large Strains Behaviour of Sand 58 – 68
by E. Ibraim, P. Christiaens and M. Pope

Effect of High Confining Pressure on the Behaviour of Fibre Reinforced Sand 69 – 76
by S. Ud-din, A. Marri and D. Wanatowski

TECHNICAL NOTE

A Comment on the Ratio of the Maximum and Minimum Dry Density for Sand 77 – 82
by E. Imre, S. Fityus, E. Keszeyne and T. Schanz

Vol. 42 No. 3 September 2011 ISSN 0046-5828

Editors: Prof. Chang Yu Ou

Sponsored by: Asian Institute of Technology

Content

Research Papers:

Building Damage Assessment for Deep Excavations in Singapore and the Influence of Building Stiffness 1-12
by K.H. Goh and R.J. Mair

Concept and Design Methodology of Redundancy in Braced Excavation and Case Histories 13-21
by G. Zheng, X.S. Cheng, Y. Diao, and H.X. Wang

Three-Dimensional Deformation Behavior of an Over-sized Excavation in Shanghai Clay 22-29
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 30-40
by J. J. Chen, J. H. Wang, G. W. Xiang, S. L. Wen, and Y. Du

Observed Performance of Diaphragm Wall Construction 41-49
by C.Y. Ou and L.L. Yang

Performance of Construction with New Pneumatic Caisson Method in Shanghai Soft Ground 50-58
by F.L. Peng and H.L. Wang

Technologies of Micro-disturbance Construction of Pipe-Jacking 59-64
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 65-74
by S. M. Cho, S. D. Lee, and Y. J. Kwon

Vol. 42 No.2 June 2011 ISSN 0046-5828

Editors: Prof. Tatsunori Matsumoto

Sponsored by: Asian Institute of Technology

Content

Part I General papers

Field Measurements on Piled Rafts with Grid-Form Deep Mixing Walls on Soft Ground  1-10
by Kiyoshi Yamashita, Junji Hamada and Takeshi Yamada

Static Axial Reciprocal Load Test of Cast-in-place Nodular Concrete Pile and Nodular Diaphrgm Wall  11-19
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  20-28
by N. Suzuki and T. Seki

Extended Use of Spring Hammer Rapid Load Testing  29-42
by K. Matsuzawa and T. Matsumoto

Push-up Load Tests Using Uncrushable Particles and Its DEM Analyses 43-55
by SuriyahThongmunee, Shun-ichi Kobayashi and Tatsunori Matsumoto

On Design and Construction of Pile Group Foundation of Taipei 101    56-69
by Ching-Han Yu

Capacity versus Deformation Analysis for Design of Footings and Pile Foundations 70-77
by Bengt H. Fellenius

Pile Raft Foundations for Tall Buildings 78-84
by H.G. Poulos, J.C. Small and H. Chow

Foundation Design of the 151 Story Incheon Tower in a Reclamation Area 85-93
by Ahmad Abdelrazaq, Frances Badelow, Sung Ho-Kim, Harry G. Poulos

Vol. 42 No.1 March 2011 ISSN 0046-5828

Editors: Prof. Jie Han

Sponsored by: Asian Institute of Technology

Content

Part I General papers

Some Issues in Geosynthetic Reinforced Walls and Slopes  1 – 8
by D. Leshchinsky

Advance in Geogrid Reinforced Slopes in Malaysia  9 – 34
by T.A. Ooi and C.H. Tee

Embankment Construction with Saturated Clayey Fill Material Using Geocomposites  35 – 41
by J.-C. Chai, T. Hino, Y. Igaya, and Y. Yamauchi

Numerical Modeling of Geosynthetic-Reinforced Earth Structures and Geosynthetic-Soil Interactions  42 – 55
by J. Huang, A. Bhandari, and X. Yang

Geosynthetic Tubes and Geosynthetic Mats: Analyses and Applications  56 – 65
by J. Chu, W. Guo, and S.W. Yan

Performance-based Design for Geosynthetic Liner Systems in Landfills  66 – 73
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 74 – 83                                                             
by J. Han, Y. Zhang, and R.L. Parsons