ICG 8 - 2006 Yokohama Japan E.07.07 A new classification of reinforced soil failure modes leading to a new theory of reinforced soil and reinforced soil design – Based on laboratory test apparatus and results from gravity-induced self-load.pdf P. R., Rankilor Access
ICG 8 - 2006 Yokohama Japan E.02.06 The construction of an embankment in Iran designed to fail by rotation to lift 4 m of crystalline salt from the river bed out of the water.pdf A., P. Holgate, Rankilor Access
EuroGeo 3 - 2004 Munich Germany B.1.3 Particle interaction with reinforcement fibres and its implications on the use of nonwoven geotextiles in soil reinforcement.pdf Dawber, Karri, P. R., R., R. S., Rankilor Access
EuroGeo 3 - 2004 Munich Germany P.18 The development of a new inexpensive apparatus fo the measurement of friction between sand and low strength geotextiles.pdf Dawber, Karri, P. R., R., R. S., Rankilor Access
EuroGeo 3 - 2004 Munich Germany C.7.2 The construction of self-loading micro-models of reinforced soil using ultraweak reinforcement simulants.pdf P. R., Rankilor Access
