Geotechnical Engineering Journal of the SEAGS & AGSSEA
Vol. 51 No. 2 June 2020 ISSN 0046-5828
Honouring Prof. Harry G Poulos
Lead Guest Editor: Prof. John Carter
Sponsored by: Asian Institute of Technology
Contents and Abstracts
Liquefaction Induced Downdrag for the Juan Pablo II Bridge at the 2010 Maule Earthquake in Chile (1 – 8)
by Bengt H. Fellenius, Babak Abbasi, and Balasingam Muhunthan
Deep Compaction of Sand Causing Horizontal Stress Change (9 – 21)
by K. R. Massarsch and B. H. Fellenius
Some Factors that Influence the Prediction of the Behaviour of Piled Rafts via Simplified (Numerical) Analyses (22 – 29)
by Renato P. Cunha, Harry G. Poulos, and John C. Small
Evaluation of Analytical and Numerical Techniques to Simulate Curtain Pile Walls in a Tropical Soil of the Federal District of Brazil (30 – 38)
by S. Jacazz, Y. M. P. de Matos, F. F. Monteiro, R. P. Cunha, J. C. Ruge, and G. Gassler
Biodegradable Prefabricated Vertical Drains: from Laboratory to Field Studies (39 – 46)
by Thanh Trung Nguyen, Buddhima Indraratna, and Pankaj Baral
P-Cone: A Novel Cone Penetration Test Device for Deep Foundation Design (47 – 53)
by Hai M. N. and Anand J. P.
Analysis of Stiffened Granular Piled Raft (54 – 64)
by Madhav Madhira, Jitendra Kumar Sharma, and Raksha Rani Sanadhya
Can a Pile Load Tested to ‘Failure’ be used as a Working Pile? (65 – 72)
by T. L. Gouw and A.Gunawan
Displacement of Piles from Pressuremeter Test Results – A Summary of French Research and Practice (73 – 82)
by R. Frank
Effect of Seismic Action on Settlement and Load Sharing of Piled Rafts Based on Field Monitoring (83 – 94)
by K. Yamashita, J. Hamada and T. Tanikawa
Model Vibration Tests on Piled Raft and Pile Group Foundations in Dry Sand (95 – 102)
by Anh-Tuan Vu, Tatsunori Matsumoto, and Kohei Kenda
BEM and FEM Approaches to the Analysis of Negative Skin Friction on Piles (103 – 110)
by G. Russo, L. Di Girolamo and G. Marone
Effective Stress Friction Angle of Normally Consolidated and Overconsolidated Intact Clays from Piezocone tests (111 – 116)
by Zhongkun Ouyang and Paul W. Mayne
Numerical and Simplified Methods for Soil-pile Interaction Analysis (117 – 129)
by Dezi F., Carbonari S., Morici M., and Leoni G.
The Behaviour of Pile Group and Combined Piled-Raft Foundation in Liquefiable Soil under Seismic Conditions (130 – 138)
by Aniruddha Bhaduri, Vansittee Dilli Rao, and Deepankar Choudhury
Foundation Investigation and Analysis for Tall Tower Developments (139 – 149)
by C. M. Haberfield, J.E. Finlayson, and A. L .E. Lochaden
Effects of Cyclic Behaviour during Pile Penetration on Pile Performance in Model Load Tests (150 – 158)
by S. Moriyasu, T. Matsumoto, M. Aizawa, S. Kobayashi, and S. Shimono
FD Analysis on Piled Raft Foundation Settlements under Vertical Loads (159 – 165)
by D. W. Chang, H. W. Lien, and M. H. Hung
Analysis for Laterally Loaded Offshore Piles in Marine Clay (166 – 171)
by S. Jeong, and Y. Kim
Pile Design in Seismic Areas: Small or Large Diameter? (172 – 178)
by R. Di Laora
