Bachiller ing. civil
Alaska Department of Transportation & Public Facilities
FHWA-AK-RD-01-6B
Alaska Soil Stabilization Design Guide
by R. Gary Hicks Professor Emeritus Department of Civil Engineering Oregon State University Corvallis, Oregon 97331-2302
Prepared for State of Alaska Department of Transportation and Public Facilities Research & Technology TransferFairbanks, AK 99709-5399
February 2002
Alaska Soil Stabilization Design Guide
1
REPORT DOCUMENTATION PAGE
Form approved OMB No.
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1. AGENCY USE ONLY (LEAVE BLANK)
2. REPORT DATE
3. REPORT TYPE AND DATES COVERED
FHWA-AK-RD-01-6B
4. TITLE AND SUBTITLE
February 2002
Final, January 2001–February 2002
5. FUNDING NUMBERS
Alaska Soil Stabilization Design Guide
6. AUTHOR(S)
R. Gary Hicks, P.E. Professor Emeritus
7. PERFORMING ORGANIZATION NAME(S) AND ADDRESS(ES) 8.PERFORMING ORGANIZATION REPORT NUMBER
Department of Civil Engineering Oregon State University Corvallis, OR 97331
9. SPONSORING/MONITORING AGENCY NAME(S) AND ADDRESS(ES)
TRI-01-2
10. SPONSORING/MONITORING AGENCY REPORT NUMBER
Alaska DOT&PF Research and Technology Transfer Fairbanks, AK 99709-5399
11. SUPPLEMENTARY NOTES
12a. DISTRIBUTION / AVAILABILITY STATEMENT
12b. DISTRIBUTION CODENo restrictions
13. ABSTRACT (Maximum 200 words)
This guide presents information on the types of soil stabilization techniques that have or can be used in the state of Alaska. It covers techniques including asphalt, cement, lime, mechanical, chemical, and other methods. For each method there is a discussion on materials and design considerations, construction issues, and expectedperformance and costs. The appendices include a glossary of terms, a reading list on prior stabilization used in Alaska, a discussion on the soils in Alaska, and a slide presentation summarizing the highlights of the guide.
14. KEY WORDS
15. NUMBER OF PAGES
Soil stabilization, asphalt, cement, lime, chemicals, pavement performance
64
16. PRICE CODE
N/A
17. SECURITY CLASSIFICATION OF REPORT18. SECURITY CLASSIFICATION OF THIS PAGE 19. SECURITY CLASSIFICATION OF ABSTRACT 20. LIMITATION OF ABSTRACT
Unclassified
NSN 7540-01-280-5500
Unclassified
Unclassified
N/A
STANDARD FORM 298 (Rev. 2-98) Prescribed by ANSI Std. 239-18 298-102
Alaska Soil Stabilization Design Guide
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ACKNOWLEDGMENTS
The author wishes to acknowledge the technical support provided by thefollowing ADOT&PF personnel: • Billy Connor and Steve Saboundjian— Research • Leo Woster and Dave McCaleb—Northern Region • Tom Moses, Newt Bingham, Bob Lewis, and Scott Gartin—Central Region • Pat Kemp and Bruce Brunette—Southeast Region They assisted by providing the information needed to evaluate current practices. Thanks also to Peggy Blair of Oregon State University who typed the guidelines. Sueand Russ Mitchell of Inkworks in Fairbanks, Alaska, provided technical editing and layout.
DISCLAIMER
The contents of this report reflect the views of the author, who is responsible for the facts and the accuracy of the data presented herein. The contents do not necessarily reflect the official views or policies of Alaska DOT&PF or the Federal Highway Administration. This report does not...
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