26 results on '"Sagaseta, César"'
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2. Measuring energy in dynamic probing
3. The energy threshold in dynamic probing
4. A Criterion for Brittle Failure of Rocks Using the Theory of Critical Distances
5. Analysis of shallow instabilities in soil slopes reinforced with nailed steel wire meshes
6. Pull-Out Capacity and Failure Mechanisms of Strip Anchors in Clay
7. Prefácio
8. Influence of geotextile encasement on the behaviour of stone columns: Laboratory study
9. Influence of gravel density in the behaviour of soft soils improved with stone columns
10. A Criterion for Brittle Failure of Rocks Using the Theory of Critical Distances
11. Discussion: Ground heave induced by installing stone columns in clay soils
12. Consolidation and deformation around stone columns: Comparison of theoretical and laboratory results
13. Influence of elastic strains during plastic deformation of encased stone columns
14. Corrigendum to ‘Deformation and consolidation around encased stone columns’ [Geotextiles and Geomembranes Volume 29 (2011) pp. 268–276]
15. Pore pressure during stone column installation
16. Deformation and consolidation around encased stone columns
17. Consolidation and deformation around stone columns: Numerical evaluation of analytical solutions
18. A new constitutive model for textured geomembrane/geotextile interfaces
19. Laboratory study on radial consolidation and deformation in clay reinforced with stone columns
20. Comments on “A general theoretical solution for the consolidation of a composite foundation” by K.-H. Xie, M.-M. Lu, A.-F. Hu and G.-H. Chen [Computers and Geotechnics 36 (2009) 24-30]
21. Discussion of “Simplified Plane-Strain Modeling of Stone-Column Reinforced Ground” by S. A. Tan, S. Tjahyono, and K. K. Oo
22. Consolidation around stone columns. Influence of column deformation
23. Analyzing the Effects of Gaining and Losing Ground
24. Prediction of Ground Movements due to Pile Driving in Clay
25. Pore pressure during stone column installation.
26. Discussion: Ground heave induced by installing stone columns in clay soils.
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