CONTENTS SECTION 1 Site Investigation, Vertical Drains and Surcharge KEYNOTE LECTURE The interaction between reinforcement and drains and their effect on the performance of embankments on soft ground Rowe, R.K.; Taechakumthorn, C. LECTURES Preloading design based on long term extensometer readings. A comparison of alternative models Alonso, E.E.; Gens, A.; Madrid, R.; Tarragó, D. FEM simulation of vacuum consolidation with CPVD for under-consolidated deposit Chai, J; Bergado D.T; Hino, T. Improvement of ultra soft soil for the reclamation of a slurry pond Chu,J.; Bo, M.W.; Arulrajah, A. Reinforced test embankments on Florianopolis very soft clay Magnani, H.O.;Almeida, M.S.S.; Ehrlich, M. The Role of In Situ Testing on Interactive Design on Soft Clay Deposits Schnaid, F.; Consoli, N.C.; Dalla Rosa, F.; Rabassa, C. Vacuum consolidation, vertical drains for the environment friendly consolidation of very soft polluted mud at the Airbus A-380 factory site Varaksin, S. SECTION 2 Piled Embankments. Granular Piles and Deep Mixing KEYNOTE LECTURE Deep mixing to improve the stability of embankments, levees, and fl?oodwalls constructed on soft clay Filz, G. M.; Adams, T. E.; Navin, M. P. LECTURES Numerical Simulations and Full Scale Behavior of SDCM and DCM Piles on Soft Bangkok Clay Bergado, D.T.; Suksawat, T.; Saowapakpiboon, J.; Voottipruex, P.; Jamsawang, P. Full-scale experiments of pile-supported earth platform under a concrete fl?oor slab and an embankment Briançon, L.; Simon B. Piled embankments in the Netherlands; how to decide, how to design? Eekelen, S.J.M. van; Venmans, A.A.M. Consolidation settlement of stone column-reinforced foundations in soft soils Han, J. Modeling of ground improvement using stone columns Weber, T.M. Soft soil Improvement - The Vibro Replacement Techniques Wehr, J.; Wegner, R.; Felix dos Santos, M. SECTION 3 Monitoring & Performance KEYNOTE LECTURES Overview of Brazilian construction practice over soft soils Almeida, M.S.S; Marques, M.E.S.; Lima, B.T. Soft soils improved by prefabricated vertical drains: performance and prediction Indraratna, B.; Rujikiatkamjorn, C.; Wijeyakulasuriya, V.; McIntosh, G.; Kelly, R. LECTURES Analysis and Control of the Stability of Embankments on Soft Soil: Juturnaíba and other Experiences in Brazil Coutinho, R.Q.; Bello, M.I.M.C. Tall buildings in Santos City: unexpected behavior of the old shallow foundations and the newly long piles Massad, F. The Embraport pilot embankment - primary and secondary consolidations of Santos soft clay with and without wick drains - Part 1 Rémy, J.P.P.; Martins I.S.M.; Santa Maria P.E.L.; Aguiar V.N.; Andrade, M.E.S. The Embraport pilot embankment - primary and secondary consolidations of Santos soft clay with and without wick drains - Part 2 Rémy, J.P.P.; Martins I.S.M.; Santa Maria P.E.L.; Aguiar V.N.; Andrade, M.E.S.