Analysis of a column-supported test embankment at the I-95/Route 1 interchange

Geotechnical Special Publication

Volumn , Issue 126 II, 2004, Pages 1337-1346

  Stewart, Miriam E ^a   Navin, Mike P ^a   Filz, George M ^a  

^a State University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGES; COMPRESSIVE STRENGTH; ELASTIC MODULI; FINITE DIFFERENCE METHOD; GRAVEL; MATHEMATICAL MODELS; PROJECT MANAGEMENT; RECONSTRUCTION (STRUCTURAL); SILT; SLURRIES; STRUCTURAL DESIGN;

INCLINOMETERS; SOFT ORGANIC SILTS; STRESS CONCENTRATIONS; SUBSURFACE PROFILE;

EMBANKMENTS;

EID: 10944228634     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40744(154)123     Document Type: Conference Paper

References (18)

1. th ed. McGraw-Hill, New York.
2. Baker, S. (2000). "Deformation Behaviour of Lime/Cement Column Stabilized Clay." Swedish Deep Stabilization Research Centre, Rapport 7, Chalmers University of Technology.
3. Broms, B. B. (2003). "Deep Soil Stabilization, Design and Construction of Lime and Lime/Cement Columns." Draft Report.
4. Bruce, D. A. (2000). "An Introduction to the Deep Mixing Methods as used in geotechnical applications - Volume III: The Verification and Properties of Treated Ground." DRAFT Federal Highways Administration, FHWA-RD-99-167.
5. CDIT (Coastal Development Institute of Technology). (2002). The Deep Mixing Method: Principle, Design and Construction. A.A. Balkema: The Netherlands.
6. D'Appolonia, D.J., D'Appolonia, E., and Bisette, R.F. (1970). "Settlement of Spread Footings on Sand," JSMFD, ASCE, 96(2), 754-761.
7. Duncan, J.M. (2001). "Factors of Safety and Reliability in Geotechnical Engineering." JGGE, ASCE, 126(4), 307-316.
8. EuroSoilStab (2002). "Development of design and construction methods to stabilise soft organic soils." Design Guide Soft Soil Stabilization, CT97-0351 Project No.: BE 96-3177.
9. Haley & Aldrich, Inc. and Virginia Geotechnical Services, P.C. (2000). "Final Data Report on Ground Improvement for Embankment Construction, I-95/Route 1 Interchange, VDOT Project No. 0095-96A-106, PE-101, Alexandria, Virginia," a report prepared for HNTB Corporation.
10. ITASCA Consulting Group, Inc. (2002). "FLAG Fast Lagrangian Analysis of Continua," ITASCA Consulting Group, Minnesota, Minn., USA.
11. Kivelo, M. (1998). "Stabilization of embankments on soft soil with lime/cement columns." Doctoral Thesis, Royal Institute of Technology.
12. Lambrechts, J. R., Ganse, M. A., and Layhee C. A. (2003). "Soil Mixing to Stabilize Organic Clay for I-95 Widening, Alexandria, VA." Grouting and Ground Treatment, Proceedings of the 3rd International Conference, ASCE Geotechnical Special Publication No. 120, New Orleans, 575-85.
13. McGinn, A. J. and O'Rourke, T. D. (2003). "Performance of Deep Mixing Methods at Fort Point Channel." Report to Massachusetts Turnpike Authority, Federal Highway Administration, and Bechtel/Parsons Brinckerhoff, Cornell University.
14. Mitchell, J.K., and Gardner, W.S. (1975). "In-Situ Measurement of Volume Change Characteristics, State of the Art Report," Proc. In-Situ Measurement of Soil Properties Conference, ASCE, 279-345.
15. Porbaha, A. (1998). "State of the art in deep mixing technology; part 1. Basic concepts and overview." Ground Improvement, 2, 81-92.
16. Poulos, H.G. (2002). "Simplified Design Procedure for Piled Soil Raft Foundations," Deep Foundations 2002, ASCE, Reston, Virginia, 441-458.
17. Shiells, D. P., Pelnik III, T. W., and Filz, G. M. (2003). "Deep Mixing: An Owner's Perspective." Grouting and Ground Treatment, Proceedings of the 3rd International Conference, ASCE Special Publication No. 120, New Orleans, 489-500.
18. Virginia Department of Transportation (VDOT). (2001). "Data Report for Deep Mixing Methods Test Embankment for I-95/Route 1 Interchange Reconstruction, Alexandria, Virginia," September 19.