Deep mixing: An owner's perspective

Geotechnical Special Publication

Volumn , Issue 120 I, 2003, Pages 489-500

  Shiells, David P ^a   Pelnik III, Thomas W ^a   Filz, George M ^b  

^a VIRGINIA DEPARTMENT OF TRANSPORTATION   (United States)

^b Virginia Polytechnic Institute and State University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CEMENTS; CONSTRUCTION; EMBANKMENTS; RELIABILITY;

DEEP MIXING; SOIL-CEMENT COLUMNS;

SOIL MECHANICS;

EID: 0037268451     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40663(2003)23     Document Type: Conference Paper

References (6)

1. Bruce, D. (2001). "An Introduction to the Deep Mixing Methods as Used in Geotechnical Applications, Volume III: The Verification and Properties of Treated Ground." Report No. FHWA-RD-99-167, U.S. Department of Transportation, Federal Highway Administration.
2. Duncan, J.M. (2000). "Factors of Safety and Reliability in Geotechnical Engineering." JGGE, ASCE, 126(4), 307-316.
3. 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.
4. Hebib, S. and Farrell, E.R. (2000). "Laboratory Determination of Deformation and Stiffness Parameters of Stabilized Peat." Proc. Soft Ground Technology Conference, Leeuwenhorst Conference Center, Noordwijkerhout, The Netherlands.
5. Holm, G. (2000). "Deep Mixing." Proc. Soft Ground Technology Conference, Leeuwenhorst Conference Center, Noordwijkerhout, The Netherlands.
6. Rausa, E.P. and Furgiuele, A.W. (1963). "Use of Vertical Sand Drains on the Washington Circumferential Highway." Proc. Seventeenth Annual Virginia Highway Conference, Lexington, Virginia.