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Présentation New Techniques On Soft Soils Format Relié
- Livre Technologie
Résumé :
New Techniques on Soft Soils covers a wide range of updated techniques on several topics, such as site investigation, vertical drains, surcharge, piled embankment, granular piles, deep mixing, monitoring and performance. An essential reference for designers and practitioners involved in soft soil construction, it provides a comprehensive view of current experiences and opinions of researchers and professionals from different parts of the world involving site investigation, design and construction on soft clays. This book presents a collection of selected expert contributions on innovations in soft soil engineering, that were presented at the Symposium on New Techniques for Design and Construction in Soft Clays held in GuarujA, Brazil, between 22 and 23 May 2010.
Sommaire:
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.; Tarrago, 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 flfloodwalls 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 flfloor slab and an embankment Briancon, 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: Juturnaiba 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 Remy, 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 Remy, J.P.P.; Martins I.S.M.; Santa Maria P.E.L.; Aguiar V.N.; Andrade, M.E.S.
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