Vacuum Preloading on Structured Clay: Field, Laboratory, and Numerical Studies

Author:

Almeida Marcio S. S.1,Deotti Leonardo O. G.2,Almeida Maria C. F.3,Marques Maria E. S.4,Cardoso Igor M.5

Affiliation:

1. Graduate School in Research and Engineering (COPPE), Federal Univ. of Rio de Janeiro (UFRJ), Rio de Janeiro, 21941-569 RJ, Brazil.

2. Centrais Elétricas Brasileiras S.A., Eletrobras, Rio de Janeiro, 20040-030 RJ, Brazil.

3. School of Polytechnic, Federal Univ. of Rio de Janeiro (UFRJ), Rio de Janeiro, 21941-909 RJ, Brazil.

4. Military Institute of Engineering, Fortification and Construction Section, Rio de Janeiro, 22291-070 RJ, Brazil.

5. Engineer, Graduate School in Research and Engineering (COPPE), Federal Univ. of Rio de Janeiro (UFRJ), Rio de Janeiro, 21941-569 RJ, Brazil (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference69 articles.

1. Numerical modelling of a centrifuged embankment on soft clay

2. Almeida, M. S. S., and M. E. S. Marques. 2013. Design and performance of embankment on very soft soils. Boca Raton, FL: CRC Press.

3. Behavior of three test embankments taken to failure on soft clay;Almeida M. S. S.;Soils Rocks,2011

4. Consolidation of a very soft clay with vertical drains;Almeida M. S. S.;Géotechnique,2001

5. Consolidation of fine-grained soils by drain wells;Barron R. A.;J. Soil Mech. Found. Div.,1948

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