TECHNICAL PAPERS
Aug 18, 2010

Seasonally Frozen Soil Effects on the Seismic Site Response

Publication: Journal of Cold Regions Engineering
Volume 25, Issue 2

Abstract

Several large-magnitude earthquakes, including the Prince William Sound earthquake of March 1964 and the Denali earthquake of November 2002, occurred in the state of Alaska and caused considerable damages to its transportation system, including damage to several highway bridges and related infrastructure. Some of these damages are related to frozen soil effects. However, only limited research has been carried out to investigate the effects of frozen soils on seismic site responses. A systematic investigation of seasonally frozen soil effects on the seismic site response has been conducted and is presented in this paper. One bridge site in Anchorage, Alaska, was selected to represent typical sites with seasonally frozen soils. A set of input ground motions was selected from available strong-motion databases and scaled to generate an ensemble of hazard-consistent input motions. One-dimensional equivalent linear analysis was adopted to analyze the seismic site response for three seismic hazard levels, i.e., maximum considered earthquake (MCE), AASHTO design, and service design level hazards. Parametric studies were conducted to assess the sensitivity of the results to uncertainties associated with the thickness and shear-wave velocity of seasonally frozen soils. The results show that the spectral response of ground motions decreases as the thickness of seasonally frozen soil increases, and the results are insensitive to the shear-wave velocity of seasonally frozen soils. In conclusion, it is generally conservative to ignore the effects of seasonally frozen soils on seismic site response in the design of highway bridges.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The research was performed under AUTC Project UNSPECIFIED#107017 jointly funded by Alaska University Transportation Center and the Alaska Department of Transportation and Public Facilities. We thankfully acknowledge suggestions and comments from Dr. Kenan Hazirbaba, Assistant Professor of Civil Engineering, University of Alaska Fairbanks, and Mr. Billy G. Connor, Director of Alaska University Transportation Center, during different stages of this research. The authors are thankful to the two anonymous reviewers for their thoughtful comments.

References

American Association of State Highway and Transportation Officials (AASHTO). (2007). AASHTO LRFD bridge design specifications, 4th Ed., Washington, DC.
Building Seismic Safety Council (BSSC). (1997). “NEHRP recommended provisions for seismic regulations for new buildings.” Part 1—Provisions, Washington, DC.
Carballo, J. E., and Cornell, C. A. (2000). “Probabilistic seismic demand analysis: Spectrum matching and design.” Report No. RMS-41, Dept. of Civil and Environmental Engineering, Stanford Univ., Palo Alto, CA.
Combellick, R. A. (1999). “Simplified geologic map and cross sections of central and east Anchorage, Alaska: Alaska Division of Geological and Geophysical Surveys.” Preliminary Interpretive Rep. 1999-1, Department of Natural Resources, Fairbanks, AK.
Czajkowski, R. L., and Vinson, T. S. (1980). “Dynamic properties of frozen silt under cyclic loading.” J. Geotech. Engrg. Div., 106(GT9), 963–980.
Davis, N. T. (2001). Permafrost: A guide to frozen ground in transition, Univ. of Alaska Press, Fairbanks, AK.
EduPro Civil Systems. (1998). Proshake: Ground response analysis program version 1.1 user’s manual, Redmond, WA.
Finn, W. D. L., and Yong, R. N. (1978). “Seismic response of frozen ground.” J. Geotech. Engrg. Div., 104(GT10), 1225–1241.
Gasparini, D., and Vanmarcke, E. H. (1976). SIMQKE: A program for artificial motion generation, Dept. of Civil Engineering, Massachusetts Institute of Technology, Cambridge, MA.
Golder Associates. (2003). “Final report on structural foundation engineering.” Rep. C Street/O’Malley bridges No. 2081 and 2082, Anchorage, AK.
Idriss, I. M., and Seed, H. B. (1968). “Seismic response of horizontal soil layers.” J. Soil Mech. and Found. Div., 94(SM4), 1003–1031.
International Code Council. (2000). International building code, 2000 Ed., Washington, DC.
Kanai, K. (1951). “Relation between the nature of surface layer and the amplitude of earthquake motions.” Bulletin, Tokyo Earthquake Research Institute.
Kramer, S. L., and Paulsen, S. B. (2004). “Practical use of geotechnical site response models.” Proc. Int. Workshop on Uncertainties in Nonlinear Soil Properties and their Impact on Modeling Dynamic Soil Response, Univ. of California, Berkeley, 10.
LeBlanc, A., Fortier, M. R., Allard, M., Cosma, C., and Buteau, S. (2004). “Seismic cone penetration test and seismic tomography in permafrost.” Can. Geotech. J., 41, 796–813.
Naeim, F., Alimoradi, A., and Pezeshk, S. (2004). “Selection and scaling of ground motion time histories for structural design using genetic algorithms.” Earthquake Spectra, 20(2), 413–426.
Qi, J., Ma, W., Sun, C., and Wang, L. (2006). “Ground motion analysis in seasonally frozen regions.” Cold Reg. Sci. Technol., 44, 111–120.
Schnabel, P. B., Lysmer, J., and Seed, H. B. (1972). “SHAKE: A computer program for earthquake response analysis of horizontally layered sites.” Rep. No. EERC 72-12, Earthquake Engineering Research Center, Univ. of California, Berkeley, CA, 102.
Seed, H. B., and Idriss, I. M. (1970). “Soil moduli and damping factors for dynamic response analysis.” Rep. No. UCB/EERC-70/10, Earthquake Engineering Research Center, Univ. of California, Berkeley, CA, 48.
Seed, H. B., Wong, R. T., Idriss, I. M., and Tokimats, K. (1986). “Moduli and damping factors for analyses of cohesionless soils.” J. Geotech. Eng., 112(11), 1016–1032.
Singh, S., and Donovan, N. C. (1977). “Seismic behavior of frozen-thawed profiles.” Applications of soil dynamics in cold regions: ASCE fall convention and Exhibit, ASCE, Reston, VA, 96–111.
Sun, J. I., Golesorkhi, R., and Seed, H. B. (1988). “Dynamic moduli and damping ratios for cohesive soils.” Rep. No. EERC-88/15, Earthquake Engineering Research Center, Univ. of California, Berkeley, CA.
Tsytovich, N. A. (1975). “The mechanics of frozen ground.” Translated by Scripta Technical Inc., McGraw-Hill, New York.
Vinson, T. S. (1978). “Response of frozen ground to dynamic loadings.” Chap. 8, Geotechnical Engineering for Cold Regions, O. B. Andersland and D. M. Anderson, eds., McGraw-Hill, New York, 405–458.
Vinson, T. S., Czajkowski, R., and Li, J. (1977). “Dynamic properties of frozen cohesionless soils under cyclic triaxial loading conditions.” Rep. No. MSU-CE-77-1, Division of Engineering Research, Michigan State Univ., East Lansing, MI.
Wesson, R. L., Frankel, A. D., Mueller, C. S., and Harmsen, S. C. (1999). “Probablistic seismic hazard maps of Alaska.” Open-File Rep. 99-36, U.S. Geological Survey.

Information & Authors

Information

Published In

Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 25Issue 2June 2011
Pages: 53 - 70

History

Received: Dec 8, 2009
Accepted: Aug 12, 2010
Published online: Aug 18, 2010
Published in print: Jun 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Gang Xu
Engineering Assistant, State of Alaska DOT & PF-Bridge Section, 3132 Channel Dr., Juneau, AK 99801; formerly Graduate Student, Univ. of Alaska Anchorage.
Zhaohui Yang, M.ASCE [email protected]
Associate Professor, School of Engineering, Univ. of Alaska, 3211 Providence Dr., Anchorage, AK 99508 (corresponding author). E-mail: [email protected]
Utpal Dutta
Associate Professor, School of Engineering, Univ. of Alaska, 3211 Providence Dr., Anchorage, AK 99508.
Liang Tang
Ph.D. Candidate, School of Civil Engineering, Harbin Institute of Technology, Harbin, China 150090.
Elmer Marx, M.ASCE
Bridge Design Engineer, State of Alaska DOT & PF-Bridge Section, 3132 Channel Dr., Juneau, AK 99801.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share