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Proceedings of the Institution of Civil Engineers - Geotechnical Engineering
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Issue
February - Volume 164, Issue 1, Pages 1 - 54
April - Volume 164, Issue 2, Pages 55 - 148
June - Volume 164, Issue 3, Pages 149 - 242
1 August - Volume 164, Issue 4, Pages 243 - 296
1 October - Volume 164, Issue 5, Pages 297 - 349
December - Volume 164, Issue 6, Pages 351 - 404
Volume 164, Issue 4
1 August 2011
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ISSN
1353-2618
EISSN
1751-8563
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In this Issue
Editorial
Original article
Discussion
Book review
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Editorial
Editorial
Michael Brown, BEng, PhD
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Original article
Piles for offshore wind turbines: a state-of-the-art review
Kenneth Gavin, BEng, PhD
;
David Igoe, BE, PhD
;
Paul Doherty, BE, PhD
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for Piles for offshore wind turbines: a state-of-the-art review
Unsaturated loessial soils: a sustainable solution for earthworks
Changiz Roohnavaz, BSc, CEng, MICE, MHKIE, RPE, FGS
;
Edward J. F. Russell, MSci, MSc, DIC, CGeol, FGS
;
Howard F. Taylor, MEng, MSc, DIC
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for Unsaturated loessial soils: a sustainable solution for earthworks
Engineering properties of sand stabilised with borogypsum
A. Sahin Zaimoglu
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for Engineering properties of sand stabilised with borogypsum
Subgrade reaction modulus of Tehran alluvium
Reza Ziaie Moayed, PhD
;
Masoud Janbaz, MS
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Discussion
Discussion: Refining shear strength characteristic value using experience
David J. Baxter, MEng, MSc, CEng, MICE
;
Neil Dixon, BSc, PhD, FGS
;
Paul R. Fleming, BEng, PhD, MIHT
;
Ken Cromwell, BEng, CEng, MICE
;
Robert A. M. Watkins, BSc, CEng, FICE
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Discussion:
An apparatus for the plastic limit and workability of soils
Graham Edward Barnes, MSc, FICE, CGeol, FGS, MIHT
;
Brendan C. O'Kelly, MEngSc, PhD, CEng
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Book review
Book review: Geotechnical Engineering, 2nd edn
Philip Smith
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Book review:Linear and Non-Linear Numerical Analysis of Foundations
Nebojsa Kovacevic
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Range of application of pumped groundwater-control methods in soils
Experimental investigation and refined predictive model for cement-treated expansive soils
Non-linear analysis of a torsionally loaded single pile and pile groups in clay soil
Numerical simulation study on rock breaking by high-energy impact stress waves
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