Posters
Appraisal of Suitability of palm geomat for use as soil reinforcements
R. Kugan & Professor R.W. Sarsby
University of Wolverhampton
Long-Term Strength of Geogrids: Assessment of Reduction Factors to ISO TR 20432
Céline Lechat
Cobham Technical Services
Practical numerical modelling for very high reinforced earth walls
D. M. Tonks, A. Mar, D. Gorman Coffey Geotechnics Ltd. C. Jenner
Tensar Ltd
Pre-fabricated vertical drains & geocell foundation control settlement at Preston waste transfer station
Paul Thurlwell E Urlng BSc CEng MICE
P&S Consulting Engineers Ltd (PaSCoE)
35m High reinforced soil embankment supports Midland quarry redevelopment
Paul Thurlwell E Urlng BSc CEng MICE
P&S Consulting Engineers Ltd (PaSCoE)
Dry build segmental retaining wall provides high level solution for West Yorkshire retail store
Paul Thurlwell E Urlng BSc CEng MICE
P&S Consulting Engineers Ltd (PaSCoE)
Piled embankment Membrane calculation for the GR
Adam Bezuijen & Suzanne van Eekelen
Deltares - TU-Delft
An Unusual Land-Fill: the Highest Geogrid-Reinforced Slope in China
Dai, Z. J., BOSTD Geosynthetics Ltd., Qingdao, China Wrigley, N. E., NewGrids Ltd., Poole, England Chen,M.F, Yellow River Engineering Consulting Co., Ltd., Zhengzhou, China Chen,L.L., BOSTD Geosynthetics Qingdao Ltd., Qingdao, China
A New Approach to Reinforcing Soils with Auxetic Materials
A. Ahangar-Asr, A. A. Javadi, K. E. Evans
Computational Geomechanics Research Group University of Exeter, U.K.
Modelling ballast/geogrid interlocking
Dr. Jean-Francois Ferellec, Prof. Glenn McDowell
Nottingham Centre for Geomechanics, The University of Nottingham, UK
