Primary compression and secondary compression

Geotechnical Special Publication

Volumn , Issue 119, 2003, Pages 122-166

  Mesri, Gholamreza ^a  

^a UNIVERSITY OF ILLINOIS AT URBANA CHAMPAIGN   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY CONDITIONS; COMPRESSIBILITY; DRAINAGE; GEOTECHNICAL ENGINEERING; SOIL STRUCTURE INTERACTIONS; SOILS; STRESS ANALYSIS;

OEDOMETER TESTS;

COMPACTION;

EID: 0037268459     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40659(2003)5     Document Type: Conference Paper

References (71)

1. Ajlouni, M.A. (2001). «Geotechnical properties of peat and related engineering problems.» Ph.D. thesis, University of Illinois at Urbana-Champaign, Urbana, Illinois.
2. Barden, L. (1969). "Time-dependent deformation of normally consolidated clays and peats." J. Soil Mech. Found. Engrg., ASCE, 95(1), 1-31.
3. Bourges, F., Carissan, M., and Mieussens, C. (1973). Etude des tassements: remblai de Palavas les Flots. Bulletin de Liaison des Laboratoires Ponts et Chaussées, Paris, numéro spécial T, 119-138
4. Brigando, M., and Simon, A. (1976). Etude du remblai de préchargement d'Arles. Rapport de recherche 1-06-21-2, Laboratoire de l'Equipement d' Aix en Provence, France.
5. Brinch-Hansen, J. (1961). "A model law for simultaneous primary and secondary consolidation." Proc. 5th Int. Conf. Soil Mech. Found. Engrg., Paris, 1, 133-136.
6. st Int. Conf. Soil Mech. Found. Engrg., 1, 100-106.
7. Chapeau, C. (1975). Contribution à l'étude des tassements instantanés des remblais sur argiles sensibles. M.Sc. thesis, Dept. of Civil Eng., Laval Univ., Québec.
8. Choi, Y.K. (1982). "Consolidation behavior of natural clays." Ph.D. thesis, University of Illinois at Urbana-Champaign, Urbana, IL, 422 p.
9. Clausen, C.J.F. (1970). Resultater av et belastnings forsøk på Mastemyr I Oslo, NGI Publication No. 84, 29-40, Oslo, Norway.
10. Croce, A., Viggiani, C., and Calabresi, G. (1973). In situ investigation on pore pressures in soft clays. Proc. 8th Int. Conf. on Soil Mech. and Found. Eng, Moscow, 2(2), 53-60.
11. Crooks, J.H.A., Becker, D.E., Jefferies, M.G., and McKenzie, K. (1984). "Yield behaviour and consolidation-1: pore pressure response." Symp. Sedimentation Consolidation Models: Predictions and Validation, ASCE, 356-381.
12. D'Appolonia, D.J., Lambe, T.W., and Poulos, H.G. (1971). "Evaluation of pore pressures beneath an embankment." J. Soil Mech. Found. Engrg., ASCE, 97(6), 881-897.
13. Dascal, O., and Tournier, J.P. (1975). "Embankments on soft and sensitive clay foundation." J. Geotech. Engrg., ASCE, 101(3), 297-314.
14. Engesgaar, H. (1970). Resultater av to belast-ningsforsok på Sundland I Drammen. Oslo, Norway, NGI Publication No. 84, 41-47.
15. Feng, T.W. (1991). "Compressibility and permeability of natural soft clays and surcharging to reduce settlements." Ph.D. thesis, University of Illinois at Urbana-Champaign, Urbana, IL.
16. Hoeg, K., Andersland, O.B., and Rolfsen, E.N. (1969). "Undrained behavior of quick clay under load tests at Asrum." Géotechnique, 19(1), 101-115.
17. Imai, G., and Tang, Y.X. (1992). "A constitutive equation of one-dimensional consolidation derived from inter-connected tests." Soils and Foundations, 32(2), 83-96.
18. Jamiolkowski, M., Ladd, C.C., Germaine, J.T., and Lancellotta, R. (1985). "New developments in field and laboratory testing of soils. Proc. 11th Int. Conf. Soil Mech. Found. Engrg., San Francisco, 1, 57-153.
19. La Rochelle, P., Sarraith, J., Tavenas, F., Roy, M., and Leroueil, S. (1981). "Causes of sampling disturbance and design of a new sampler for sensitive soils." Canadian Geotech. J., 18(1), 52-66.
20. Ladd, C.C. (1973). "Settlement analysis for cohesive soils." Res. Rpt. R71-2, No. 272, Dept. of Civil Engrg., Mass. Inst. of Tech., Cambridge, MA, 115 p.
21. Ladd, C.C., and Foott, R. (1974). "New design procedure for stability of soft clays." J. Geotech. Engrg., ASCE, 100(7), 763-786.
22. th Int. Conf. Soil Mech. Found Engrg., 2, 421-494.
23. Lefebvre, G., and Poulin, C. (1979). "A new method of sampling in sensitive clay." Canadian Geotech. J., 16(1), 226-233.
24. Leonards, G.A. (1972). Discussion, "Shallow foundations." Proc. Spec. Conf. on Performance of Earth-Supported Structures, ASCE, Lafayette, IN, 3, 169-173.
25. Leonards, G.A., and Deschamps, R.J. (1995). "Origin and significance of the quasi-preconsolidation pressure in clay soils." Proc. Compression and Consolidation of Clay Soils, Hiroshima, Japan, 1, 341-347.
26. Leroueil, S. (1988). "Recent developments in consolidation of natural clays." Canadian Geotech. J., 25(1), 85-107.
27. Leroueil, S. (1994). "Compression of clays: fundamental and practical aspects." ASCE Conf. on Vertical and Horizontal Deformations of Foundations and Embankments, College Station, TX, 1, 57-76.
28. Leroueil, S. (1995). "Could it be that clays have no unique way of behaving during consolidation?" Proc. Conf. Compression and Consolidation of Clayey Soils, 2, 1039-1048.
29. Leroueil, S., Tavenas, F., Mieussens, C., and Peignaud, M. (1978). "Construction pore pressures in clay foundations under embankments, Part II: Generalized behavior." Canadian Geotech. J., 16(1), 66-82.
30. Leroueil, S., Tavenas, F. Samson, L., and Morin, P. (1983). "Preconsolidation pressure of Champlain clays. Part II; Laboratory determination." Canadian Geotech. J., 20(4), 803-816.
31. Magnan, J.P., Mieussens, C., and Queyroi, D. (1977). Etude en place des tassements - remblai B, Cubzac-les-Ponts. Report No. FAER-1-06-12-7, Laboratoire Central des Ponts et Chaussées, Paris, France.
32. Mesri, G. (1973). "Coefficient of secondary compression." J. Soil Mech. Found. Engrg., ASCE, 99(1), 123-137.
33. Mesri, G. (1977). Discussion, "Stress-deformation and strength characteristics." Proc. 9th Int. Conf. Soil Mech. Found. Engrg., Tokyo, 3, 354-355.
34. Mesri, G. (1986). Discussion, "Post-construction settlement of an expressway built on peat by precompression" by L. Samson. Canadian Geotech. J., 23(3), 403-407.
35. Mesri, G. (1987). "Fourth law of soil mechanics: A law of compressibility." Proc. Int. Symp. Geotech. Engrg. of Soft Soils, Mexico City, May, 2, 179-187.
36. Mesri, G. (2001). "The general principle of effective stress." Geotech - Year 2000, Developments in Geotechnical Engineering, Asian Institute of Technology, Bangkok, Thailand, 100-105.
37. Mesri, G., Ajlouni, M.A., Feng, T. W., and Lo, D.O.K. (2001). "Surcharging of soft ground to reduce secondary compression." Proc. 3rd Int. Conf. on Soft Soil Engineering, December 6-8, Hong Kong, 55-65.
38. o during secondary compression." J. Geotech. Engrg., ASCE, 113(3), 230-247.
39. Mesri, G., and Choi, Y.K. (1979a). Discussion, "Strain rate behavior of Saint-Jean-Vianney clay" by Y.P. Vaid, P.K. Robertson, and R.G. Campanella. Canadian Geotech. J., 16(4). 831-834.
40. Mesri, G., and Choi, Y.K. (1979b). "Excess porewater pressures during consolidation." Proc. 6th Asian Regional Conf. Soil Mech. Found Engrg., 1, 151-154.
41. Mesri, G., and Choi, Y.K. (1984). Discussion, "Time effects on the stress-strain behavior of natural soft clays" by J. Graham, J.H.A. Crooks, and A.L. Bell. Géotechnique, 34(3), 439-442.
42. Mesri, G., and Choi, Y.K. (1985a). "Settlement analysis of embankments on soft clays." J. Geotech. Engrg., ASCE, 111(4), 441-464.
43. Mesri, G., and Choi, Y.K. (1985b). "The uniqueness of the end-of-primary (EOP) void ratio-effective stress relationship." Proc. 11th Int. Conf. Soil Mech. Found. Engrg., San Francisco, 2, 587-590.
44. Mesri, G., and Feng, T.W. (1991). "Surcharging to reduce secondary settlement." Proc. Int. Conf. Geotech. Engrg. for Coastal Development, Yokohama, 1, 359-364.
45. Mesri, G., Feng, T.W., and Benak, J.M. (1990). "Postdensification penetration resistance of clean sands." J. Geotech. Engrg., ASCE, July, 116(7), 1095-1115.
46. Mesri, G., Feng, T.W., and Shahien, M. (1995). "Compressibility parameters during primary consolidation." Invited Special Lecture. Int. Symp. Compression and Consolidation of Clayey Soils, Hiroshima, Japan, May, Lectures and Reports Volume, 201-217.
47. Mesri, G., and Godlewski, P.M. (1977). "Time- and stress-compressibility interrelationship." J. Geotech. Engrg., ASCE, May, 103(5), 417-430.
48. Mesri, G., and Godlewski, P.M. (1979). Closure, "Time- and stress-compressibility interrelationship." J. Geotech. Engrg., ASCE, Jan., 105(1), 106-113.
49. Mesri, G., and Lo, D.O.K. (1989). "Subsoil investigation: the weakest link in the analysis of test fills." The Art and Science of Geotechnical Engineering: At the Dawn of the Twenty-First Century, A Volume Honoring Ralph B. Peck. Prentice-Hall, Inc., Englewood Cliffs, NJ, 309-335.
50. Mesri, G., Lo, D.O.K., and Feng, T.W. (1994). "Settlement of embankments on soft clays." ASCE Conf. on Vertical and Horizontal Deformations of Foundations and Embankments, College Station, TX, 1, 8-56.
51. Mesri, G., and Rokhsar, A. (1974). "Theory of consolidation for clays." J. Geoteeh. Engrg., ASCE, 100(8), 889-904.
52. Mesri, G., and Shahien, M. (1993). Discussion, "Long-term consolidation characteristics of diluvial clay in Osaka Bay" by K. Akai, M. Kamon, K. Sano, and K. Soga. Soils and Foundations, 33(1), 213-215.
53. Mesri, G., Stark, T.D., Ajlouni, M.A., and Chen, C.S. (1997). "Secondary compression of peat with or without surcharging." J. Geotech. Engrg., ASCE, 124(5), 411-421.
54. Mieussens, C. (1973). Etude des tassements: remblai de la Plaine de l'Aude. Bulletin de Liason des Laboratoires des Ponts et Chaussées, Paris, France, numéro spécial T: 139-151.
55. Mieussens, C., and Ducasse, P. (1973). Etude des tassements: remblai de Narborme. Bulletin de Liason des Laboratoires des Ponts et Chaussées, Paris, France, numéro spécial T, 152-167.
56. Morin, P., Leroueil, S., and Samson, L. (1983). "Preconsolidation pressure of Champlain clays, Part I: In situ determination." Canadian Geotech. J., 20(4), 782-802.
57. Pilot, G., Moreau, M., and Paute, J.L. (1973). "Etude à la rupture: remblai de Lanester. Bulletin de Liaison des Laboratoires des Ponts et Chaussées, Paris, France, numéro spécial T., 194-206.
58. Ramalho-Ortigāo, J.A., Werneck, M.L.G., and Lacerda, W.A. (1983). Embankment failure on clay near Rio de Janeiro. ASCE, J. of Geotech. Eng. 109(11): 1460-1479.
59. Sällfors, G. (1975). "Preconsolidation pressure of soft, high-plastic clays." Ph.D. thesis, Chalmers University of Technology, Goteborg, Sweden.
60. Samson, L. (1985). "Postconstruction settlement of an expressway constructed over peat by precompression." Canadian Geotech. J., 22(2), 308-312.
61. Samson, L., and La Rochelle, P. (1972). "Design and performance of an expressway constructed over peat by preloading." Canadian Geotech. J., 9(4), 447-466.
62. Simons, H.E. (1974). "Normally consolidated and lightly over-consolidated cohesive materials." Proc. Conf. Settlement of Structures, John Wiley & Sons, 500-530.
63. Tavenas, F., Blanchet, R., Garneau, R., and Leroueil, S. (1978). The stability of stage-constructed embankments on soft clays. Canadian Geotech. J., 15(2): 283-305.
64. Taylor, D.W. (1942). "Research on consolidation of clays." Publ. Serial 82, Dept. of Civil and Sanitary Engrg., Mass. Inst. of Tech.
65. Taylor, D.W., and Merchant, W. (1940). "A theory of clay consolidation accounting for secondary compression." J. Maths. and Physics, 19(3), 167-185.
66. Terzaghi K. (1923) "Die Berechnug der Dumhlassigkeitsziffer des Tones aus dem Verlauf der hydronamischen Spannungserscheinungen." Akademie der Wissenschaften in Wien. Sitzungsberichte. Mathematischnaturwissenschaftliche Klasse. Part IIa, 132(3-4), 125-138. (Reprinted in From Theory to Practice in Soil Mechanics, Wiley, New York, 1960).
67. Terzaghi, K., Peck, R.B, and Mesri, G. (1996). Soil Mechanics in Engineering Practice, Third Edition, John Wiley & Sons, New York, 549 p.
68. Trak, B. 1974. Contribution à l'étude de la stabilité à court terme des remblais sur fondations argileuses. Thèse de M.Sc., Département de Génie Civil, Université Laval, Quebec (Qué).
69. Vogien, 1975. Etude du comportement avant la rupture d'un remblai expérimental construit sur sol mou à Cubzac-les-Ponts. Thèse de Docteur-Ingenieur, Université de Paris, France.
70. Walker, L.K., and Raymond, G.P. (1968). "The prediction of consolidation rates in a cemented clay." Canadian Geotech. J., 5(4), 192-216.
71. Walker, L.K. (1969). "Secondary settlement in sensitive clays." Canadian Geotech. J., 6, 219-222