Full scale field test of prefabricated vertical drain (PVD) on soft bangkok clay and subsiding environment

Geotechnical Special Publication

Volumn , Issue 69, 1997, Pages 372-393

  Bergado, D T ^a   Balasubramaniam, A S ^a   Fannin, R J ^b   Anderson, L R ^c   Holtz, R D ^d  

^a ASIAN INSTITUTE OF TECHNOLOGY   (Thailand)

^b UNIVERSITY OF BRITISH COLUMBIA   (Canada)

^c Utah State University   (United States)

^d UNIVERSITY OF WASHINGTON   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CONSOLIDATION; DRAINAGE; EMBANKMENTS; PORE PRESSURE; SHEAR STRENGTH; SOIL TESTING; SUBSIDENCE;

PREFABRICATED VERTICAL DRAIN (PVD);

CLAY;

EID: 0030707465     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article

References (8)

1. Asaoka, A. (1978), "Observational Procedure for Settlement Prediction:, Soils and Foundations, Vol. 18, No. 4, pp. 87-101.
2. Barron, R.A. (1948), "Consolidation of Fine-Grained Soils by Drain Well", Trans. ASCE, Vol. 124, pp. 709-739.
3. Bergado, D.T., Long, P.V., and Balasubramaniam, A.S. (1996), "Compressibility and Flow Parameters from PVD Improved Soft Bangkok Clay", Geotechnical Engineering Journal, Vol, 27, No. 1, pp. 1-20.
4. Crawford, C.B., Fannin, R.J., De Boer, L.J. and Kern, C.B. (1992), "Experiences with prefabricated vertical (wick) drains at Vernon, B.C.", Canadian Geotechnical Journal, Vol. 29, pp. 67-79.
5. Hansbo, S. (1979), "Consolidation of Clay by Band-Shaped Prefabricated Drains", Ground Engineering, Vol. 12, No. 5, pp. 16-25.
6. Ladd, C.C. (1991), "Stability Evaluation during Staged Construction", ASCE Journal of Geotechnical Engineering Division, Vol. 117, No. 4, pp. 540-615.
7. Mesri, G. (1973), "Coefficient of Secondary Consolidation", ASCE Journal of Soil Mech. Foundation Engineering Division, Vol. 99, No. SM1, pp. 122-137.
8. Mikasa, M. (1965), "The Consolidation of Soft Clay", Civil Engineering in Japan, Japan Society of Civil Engineers, pp. 21-26.