Prefabricated vertical drains (PVDs) in soft Bangkok clay: A case study of the new Bangkok International Airport project

Canadian Geotechnical Journal

Volumn 39, Issue 2, 2002, Pages 304-315

  Bergado, Dennes T ^a   Balasubramaniam, A S ^a   Jonathan Fannin, R ^a   Holtz, Robert D ^a  

^a ASIAN INSTITUTE OF TECHNOLOGY   (Thailand)

Author keywords

Consolidation; Prefabricated vertical drain; Preloading; Soft clay; Test embankment

Indexed keywords

AIRPORTS; CONSOLIDATION; EMBANKMENTS; ESTIMATION; GROUNDWATER; SHEAR STRENGTH;

PREFABRICATED VERTICAL DRAINS (PVDS);

CLAY;

AIRPORT CONSTRUCTION; CONSOLIDATION; DRAIN; EMBANKMENT; PRELOADING; SOFT CLAY;

THAILAND;

EID: 0036009533     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t01-100     Document Type: Article

References (16)

1. Observational procedure for settlement prediction
2. Consolidation of fine-grained soils by drain wells
3. Inverse analysis of geotechnical parameters on improved soft Bangkok clay
4. Compressibility and flow parameters from PVD improved soft Bangkok clay
5. Proposed criteria for discharge capacity of prefabricated vertical drains
6. Full scale field test of prefabricated vertical drain (PVD) on soft Bangkok clay and subsiding environment
7. The settlement of a 55 km long highway on soft Bangkok clay
8. Experiences with prefabricated vertical (wick) drains at Vernon, B.C.
9. Consolidation of clay by band-shaped prefabricated drains
10. Long term loading tests at Ska-Edeby, Sweden
11. Stability evaluation during staged construction
12. Coefficient of secondary consolidation
13. The consolidation of soft clay