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Journals
Australian Geomechanics
Volume 48, Number 4
December 2013
Offshore Geotechnics
Technical Papers
West Pilbara Iron Ore Project, Port off-loading facility, Anketell Point, Western Australia
Tony Gourlay
, Ben Follett
, Gavin Wearne
, Bob Lamont-Smith
and Peter MacKenzie
PDF
314kB
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Problems in testing of carbonate sediments
H. Joer
, S. Sharma
and Francis Lee
PDF
946kB
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Geotechnics offshore Australia – beyond traditional soil mechanics
D.J. White
, N.P. Boylan
and N.H. Levy
PDF
9Mb
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Marine geophysical investigations of palaeo-drainage systems in the Hawkesbury River Estuary, New South Wales, Australia
R. J. Whiteley
and S. B. Stewart
PDF
1Mb
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Equivalent absolute lateral static stability of on-bottom offshore pipelines
Y. Tian
and M.J. Cassidy
PDF
1Mb
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Landslide geomorphology along the Exmouth Plateau continental margin, North West Shelf, Australia
J.V. Hengesh
, J.K. Dirstein
and A.J. Stanley
PDF
2Mb
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The design and performance of a submarine bund in Port Phillip, Victoria
Nick Ramsey
, Geoff Nicol
and Don Raisbeck
PDF
1Mb
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Offshore ground improvement records
Babak Hamidi
, Jean-Marc Debats
, Hamid Nikraz
and Serge Varaksin
PDF
1Mb
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Reliability analysis of upheaval buckling of offshore pipelines
P. Rajeev
, D. J. Robert
, N. I. Thusyanthan
and J. Kodikara
PDF
2Mb
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Piled foundations on the North West Shelf
M. Senders
, M. Banimahd
, T. Zhang
and A. Lane
PDF
1Mb
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Performance and prediction of marine clay treated with vacuum and surcharge consolidation at Port of Brisbane
Buddhima Indraratna
, A.S. Balasubramaniam
, Harry Poulos
, Cholachat Rujikiatkamjorn
and Jayantha Ameratunga
PDF
2Mb
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Piled cantilever retaining wall at Port Hedland – driveability and wall deflection
J. Thomas
, A.D. Berry
and R.J.M. Terwijn
PDF
1Mb
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Compaction trial for comparison of impact rolling and conventional rolling techniques for a large earthworks program in The Pilbara
Jessica Dalton
PDF
511kB
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An experimental investigation on mechanical behaviour of CO
2
saturated coal specimens
M. S. Masoudian
, D. W. Airey
and A. El-Zein
PDF
787kB
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Performance evaluation of a 21m deep excavation stabilised by combined soil nails and anchors – A case study
Sam Mirlatifi
PDF
7Mb
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Corrigenda (48:4)
PDF
113kB
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