Secondary compression of clays as a local dehydration process

Geotechnique

Volumn 51, Issue 10, 2001, Pages 859-869

  Navarro, V ^a   Alonso, E E ^b  

^a UNIVERSITY OF CASTILLA LA MANCHA   (Spain)

^b UNIVERSITAT POLITÈCNICA DE CATALUNYA   (Spain)

Author keywords

Clays; Creep; Fabric structure of soils; Laboratory tests; Theoretical analysis; Time dependence

Indexed keywords

DEFORMATION; DEHYDRATION; VOLUMETRIC ANALYSIS;

PHYSICAL INTERPRETATION;

CLAY;

CLAY; COMPRESSION; DEHYDRATION; STRESS-STRAIN RELATIONSHIP; TIME DEPENDENT BEHAVIOR;

EID: 0035738412     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2001.51.10.859     Document Type: Article

References (44)

1. Double structure model for the prediction of long-term movements in expansive materials
2. Precompression design for secondary settlement reduction
3. Overconsolidation effects on secondary compression rates
4. Engineering geology of Norwegian normally consolidated marine clays as related to settlement of buildings
5. Embankments on soft ground: State of the art report
6. Oedometer tests with different specimen heights on a clay exhibiting large secondary compression
7. The consolidation of peat
8. The form and function of microfabric features in a variety of natural soils
9. Interpretation of the consolidation test
10. Consolidation models consisting of an assembly of viscous elements or a cavity channel network
11. Study of the structure of sensitive Champlain clay and its evolution during consolidation
12. Thermodynamics of soil moisture
13. Change in pore size distribution due to consolidation of clays
14. Water-mineral interaction in hygromechanics of clays exposed to environmental loads: A mixture-theory approach
15. Analytical examinations of the foundations to formulate consolidation phenomena with inherent time-dependence
16. Geotechnical investigation offshore Hong Kong
17. Mercury intrusion and permeability of Louisville clay
18. Nature and properties of water in montmorillonite-water systems
19. The swelling of clay: II. Montmorillonites
20. Structural component of the swelling pressure of clays
21. Osmotic pressure equations for determining thermodynamic properties of soil water
22. The swelling of clay: I. Basic concepts and empirical equations
23. Coefficient of secondary compression
24. o during secondary compression
25. Time- and stress-compressibility interrelationship
26. Viscous behaviour of soils under oedometric conditions: Discussion
27. Precompression design for secondary settlement reduction. Discussion
28. Modeling swelling soils for disposal barriers
29. State of the art: Consolidation testing
30. Time dependent processes in soil consolidation
31. Secondary compression factor
32. Structure of water adsorbed on smectites
33. A consolidation model for a creeping clay
34. Some new aspects of time effects on the stress-strain behaviour of stiff geomaterials
35. Mass transfer studies in sorbing porous media I. Analytical solutions