Horizontal coefficient of consolidation of soft Bangkok clay

Geotechnical Testing Journal

Volumn 27, Issue 5, 2004, Pages 430-440

  Seah, Tian Ho ^a   Tangthansup, Burut ^b   Wongsatian, Pana ^c  

^a KING MONGKUT S UNIVERSITY OF TECHNOLOGY   (Thailand)

^b MAHANAKORN UNIVERSITY OF TECHNOLOGY   (Thailand)

^c OBAYASHI CORPORATION   (Japan)

Author keywords

Clay; Consolidation; Dissipation; Permeability; Settlement

Indexed keywords

CLAY; CONSOLIDATION; EMBANKMENTS; LOAD TESTING; MECHANICAL PERMEABILITY; PORE PRESSURE; SETTLEMENT OF STRUCTURES; STRAIN RATE;

SOFT BANGKOK CLAY; STRAIN CONSOLIDATION TESTS;

SOIL MECHANICS;

EID: 7444222993     PISSN: 01496115     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (7)

1. Asaoka, A., 1978, "Observational Procedure of Settlement Prediction," Soil and Foundations, Vol. 18, No. 4, pp. 87-101.
2. Barron, R. A., 1948, "Consolidation of Fine-Grained Soils by Drain Wells," Transactions of ASCE, Vol. 113, pp. 718-754.
3. Hansbo, S., 1979, "Consolidation of Clay by Band-Shaped Prefabricated Drains," Ground Engineering, Vol. 12, No. 5, pp. 16-25.
4. Robertson, P. K., Sully, J. P., Woeller, D. J., Lunnes. T., Powell, J. J. M., and Gillespie, D. G., 1992, "Estimating Coefficient of Consolidation from Piezocone Tests," Canadian Geotechnical Journal, Vol. 29, pp. 539-550.
5. Seah, T. H. and Juirnarongrit, T., 2003, "Constant Rate of Strain Consolidation with Radial Drainage," Geotechnical Testing Journal, Vol. 26, No. 4.
6. Seah, T. H. and Lai, K. C., 2003, "Strength and Deformation Behavior of Soft Bangkok Clay," Geotechnical Testing Journal, Vol. 26, No. 4.
7. Teh, C. I. and Houlsby, G. T., 1991, "An Analytical Study of the Cone Penetration Test in Clay," Geotechnique, Vol. 41, No. 1, pp. 17-34.