Design and construction of ground improvement works at Suvarnabhumi airport

Geotechnical Engineering

Volumn 37, Issue 3, 2006, Pages 171-188

  Seah, T H ^a  

^a MAA Geotechnics Co Ltd   (Thailand)

Author keywords

Prefabricated vertical drain; Soft ground; Soil cement column; Suvarnabhumi airport

Indexed keywords

CEMENTS; PARAMETER ESTIMATION; PAVEMENTS; PILE FOUNDATIONS; SOIL SURVEYS;

PREFABRICATED VERTICAL DRAINS; SOFT GROUNDS; SOIL CEMENT COLUMNS; SUVARNABHUMI AIRPORTS;

AIRPORTS;

EID: 33847225536     PISSN: 00465828     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Conference Paper

References (8)

1. ASAOKA, A., 1978, Observational procedure of settlement prediction, Soil and Foundations, Vol. 18, No. 4, pp. 87-101.
2. HANSBO, S., 1979, Consolidation of clay by band-shaped prefabricated drains, Ground Engineering, Vol. 12, No. 5, pp. 16-25.
3. Evaluation Report of Ground Improvement at Reference Section, prepared by TMSUM Group, 1999.
4. The Design of Airfield Pavements in the West and East Support Zones. Final Design Report, prepared by WESA Group, 29th January 2003.
5. Design Modification of Ground Improvement in Areas Adjacent to International and Domestic Cargo Terminal Buildings. Final Design Report, prepared by The TG-Cargo Design Group, August 2003.
6. SEAH, T. H., TANGTHANSUP B., and WONGSATIAN, P. (2004). Horizontal coefficient of consolidation of soft Bangkok clay. Geotechnical Testing Journal, American Society for Testing and Materials, Vol. 27, No. 5, pp. 430-440.
7. Evaluation of Embankment Monitoring Report for the International Cargo Terminal Building and Domestic Cargo Terminal Building. Monthly Report, prepared by Construction Supervision Consultant, December 2004.
8. The Design of the Ground Improvement and Airfield Pavements for 1st Midfield Satellite Aprons and 3rd Runway. Final Ground Improvement Design Report, prepared by Third Runway Design Group, 2nd December 2004.