article# |
description |
author(s) |
Preface |
3848 |
Preface |
Slav Tchepak, Harry Poulos, Bruce McPherson, Patrick Wong |
Case Studies with Lessons Learned |
3809 |
Case Studies Demonstrating the Effectiveness of Vibro-Replacement Stone Columns in Variable Soil Types |
Lee R. Buhagiar |
3810 |
Case Studies of Driven Tubular Steel Piles in Soils and Basalt on Woolgoolga to Ballina Pacific Highway Upgrade |
Henry Zhang |
3811 |
Comparison of Large Plate Load Test Result with Predicted Deformation in Deep Vibro Techniques Treated Ground for Iron Ore Stockpile Yard in Vietnam |
William Chong and Kam Weng Leong |
3812 |
Metro Sports Facility – A Ground Improvement Case Study |
Dominic P. Mahoney and I. D. McPherson |
3813 |
Nearshore Pile Construction Experience in Burnie, Tasmania |
Thomas W. Scott and Manh N. Tran |
3814 |
The Galataport Project in Istanbul, Turkey. A Unique Case History in Geotechnical Engineering |
Salvatore Miranda and Carlandrea Albonico |
Design and Construction Solutions to Foundation Problems |
3815 |
130 m Deep Bored Piles – A New Superlative |
Karsten Beckhaus, Vijaya Kumar and Serhat Baycan |
3816 |
A Case Study Describing the Use of a Top-Down Construction Sequence for a Three Level Basement Using a Diaphragm Wall and CFA Foundation Piles |
Lucie Spencer and Chris Leach |
3817 |
Application of Pile Test Data for the Foundation Design of a Rail Viaduct at Carrum, Victoria |
Suthagaran Visvalingam, Cillian Mc Colgan and Nick M. Withers |
3818 |
Approximate Assessment of Basement Wall Effects on Foundation Performance |
Helen S. W. Chow and Harry G. Poulos |
3819 |
Construction and Verification of Large Bored Pile for Bridge Foundation through Deep Weak Alluvial Soil Layer and Artesian Aquifer |
S. Raathiv and C. Dai |
3820 |
Countermeasures against Soil Liquefaction at Galataport Project in Istanbul, Turkey |
Salvatore Miranda and Carlandrea Albonico |
3821 |
Creative Solution for Sydney Data Centre |
Y. Zou, A. Frost and M. Krzeminski |
3822 |
Deep CFA Piles Application for Foundation in Queensland |
Sameh M. Khella |
3823 |
Design and Construction of the Deepest CFA Pile in Australia |
W. L. Chong |
3824 |
Design Considerations for Laterally Loaded Free-Head Rigid Piles in Engineering Practice |
M. Cai, O. Craciun, J. Sugawara and C. A. Bridges |
3825 |
Design, Modelling and Construction of a 12-Sided Diaphragm Walled Shaft |
Stephen Buttling |
3826 |
Economic Design of Piling Platforms on Coarse Grained Subgrade |
Patrick Wong |
3827 |
Innovative Integrated Jet Grout and Contiguous CFA Piled Solution for Complex Deep Shoring Wall in Soft Soils – Retaining Structural Design and Analysis |
W. L. Chong and Y. Zou |
3828 |
Pile Design Using CPT Results: The "LPC Method" |
Frederic A. Verheyde and François Baguelin |
3829 |
Remediation of Rail Structures Impacted by Landslides Using Sleeved Bored Piles |
Paul Hewitt and Aaron Rastall |
3830 |
The Importance of Tension Softening (of Concrete) in Modelling of Tension Piles |
Qingwei Joshua Ong and Siew Ann Tan |
3831 |
The Need for Air Control in Down the Hole Hammer Casing Advancement Drilling |
Frank J. Purcell |
3832 |
Urban Challenges in Design, Co-Ordination and Construction of Deep Foundations and Retaining Walls |
Pawan L. Sethi |
Developments and Innovations in Construction Equipment, Methods and Materials |
3833 |
Advances in Marine Piling Techniques and New Age Piling Materials |
D. Cantali |
3834 |
Influence of Freeze-Thaw Cycles on Strength and Heavy Metal Leaching Performance of Petroleum Drilling Mud Stabilized by Waste |
Yin Cheng, Jing Chen, Yafei Li, Miaomiao Tian, Jun Shen and Hao Yu |
Effective Specifications Related to Performance and Materials |
3835 |
Construction and Stability Risks for Fluid Supported Deep Excavations and Their Effects on Design Parameters |
Martin D. Larisch |
Ground Improvement for Structural Support and Retention Works |
3836 |
Comparison of Cement Injection Options for Deep Mixing |
Chew Soon Hoe, Audrey H. M. Yim, Juan Wei Koh, Say Cheong Ng, Kok Eng Chua, Lionel Ang, Pei Ling Goh, Yi Shan Toh and Zi Xiang Gng |
3837 |
Design and Construction Aspects of Foundation Strengthening Works for Kununurra Diversion Dam, Western Australia |
Mark Orr, Fabio Canzian, Michael Smith and Ming Lai |
3838 |
Ground Improvement of Granville Harbour Wind Farm Foundations |
Babak Hamidi |
3839 |
Soil Stabilization for Cut-Off Wall Works Has Proven Its Function |
Karsten Beckhaus, Dirk Beier and Michael Baltruschat |
3840 |
Working Platforms for Tracked Plant - A New Design Method Including Multiaxial Geogrids |
Michael J. D. Dobie, Andrew S. Lees, John Buckley and Erkan Tahiroglu |
Infrastructure Works Projects from PPPs, Government Authorities, Builders, Consultants and Contractors |
3841 |
Case Study of Geotechnical Challenges Involving Ground Improvement and Successful Completion of Pile Foundations in a Rail Road Project in India |
Venkata S. Dronamraju |
3842 |
West Gate Tunnel Project, Melbourne, Australia: Northern Portal Ground Engineering Works - Secant Piling and Cutter Soil Mix Works |
Arash Judi and Simon M. Levy |
Innovative Site Investigation Methods and Techniques |
3843 |
A Novel Ground Improvement and Deep Foundation System Using PAILEs |
P. A. Zakrzewski and Stephen Buttling |
3844 |
Existing Pile Length Assessment Using Geophysical and Low Strain Testing Methods |
Bruce J. McPherson and Jeremy H. Hill |
Structural, Geotechnical and Construction Interaction for Project Success |
3845 |
Modification in Current BRE Approach for Designing Pilling Rig Working Platforms on Soft Subgrades |
Amir Shahkolahi and Jorg Klompmaker |
Testing of Foundations |
3846 |
Interpretation of Driven Tubular Pile with Soil Plug Test Results Using the Wave Impact Theory |
I. K. Popsuenko, S. P. Pyatkovskiy and A. V. Bessmertnyy |
3847 |
Rapid Load Testing of Foundation Piles - An Update on a Proved Test Method |
Marcel Bielefeld, Rob van Dorp, Bruce McPherson, Nicolas Moscoso, Slav Tchepak and Gerald Verbeek |