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Effects of Permafrost and Seasonally Frozen Ground on the Seismic Response of Transportation Infrastructure Sites

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Effects of Permafrost and Seasonally Frozen Ground on the Seismic Response of Transportation Infrastructure Sites Effects of Permafrost and Seasonally Frozen Ground on the Seismic Response of Transportation Infrastructure Sites Item Type Report Authors Yang, Zhaohui Joey; Dutta, Utpal; Xu, Gang; Hazirbaba, Kenan Publisher Alaska University Transportation Center, Alaska Department of Transportation and Public Facilities Download date 29/09/2021 09:04:42 Link to Item http://hdl.handle.net/11122/7449 Alaska Department of Transportation & Public Facilities Transportation Alaska Department of Effects of Permafrost and Seasonally Frozen Ground on the Seismic Response of Alaska University Transportation Center Transportation Alaska University Transportation Infrastructure Sites Prepared By: Zhaohui Joey Yang, Utpal Dutta, Gang Xu School of Engineering, University of Alaska Anchorage Kenan Hazirbaba Institute of Northern Engineering, University of Alaska Fairbanks February 2010 Prepared By: Alaska University Transportation Center Alaska Department of Transportation Duckering Building Room 245 Research, Development, and Technology P.O. Box 755900 Transfer Fairbanks, AK 99775-5900 2301 Peger Road Fairbanks, AK 99709-5399 INE/AUTC # 11.03 DOT # FHWA-AK-RD-10-02 Form approved OMB No. REPORT DOCUMENTATION PAGE Public reporting for this collection of information is estimated to average 1 hour per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestion for reducing this burden to Washington Headquarters Services, Directorate for Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302, and to the Office of Management and Budget, Paperwork Reduction Project (0704-1833), Washington, DC 20503 1. AGENCY USE ONLY (LEAVE BLANK) 2. REPORT DATE 3. REPORT TYPE AND DATES COVERED FHWA-AK-RD-10-02 February 2010 Final Report (8/2007-2/2010) 4. TITLE AND SUBTITLE 5. FUNDING NUMBERS Effects of Permafrost and Seasonally Frozen Ground on the Seismic AUTC#107017 Response of Transportation Infrastructure Sites DTRT06-G-0011 T2-07-16 6. AUTHOR(S) Zhaohui Joey Yang, Utpal Dutta, Gang Xu, Kenan Hazirbaba 7. PERFORMING ORGANIZATION NAME(S) AND ADDRESS(ES) 8. PERFORMING ORGANIZATION REPORT Alaska University Transportation Center NUMBER P.O. Box 755900 Fairbanks, AK 99775-5900 INE/AUTC 11.03 9. SPONSORING/MONITORING AGENCY NAME(S) AND ADDRESS(ES) 10. SPONSORING/MONITORING AGENCY Alaska Department of Transportation REPORT NUMBER Research, Development, and Technology Transfer 2301 Peger Road FHWA-AK-RD-10-02 Fairbanks, AK 99709-5399 11. SUPPLENMENTARY NOTES 12a. DISTRIBUTION / AVAILABILITY STATEMENT 12b. DISTRIBUTION CODE No restrictions 13. ABSTRACT (Maximum 200 words) This interdisciplinary project combined seismic data recorded at bridge sites with computer models to identify how highway bridges built on permanently and seasonally frozen ground behave during an earthquake. Two sites — one in Anchorage and one in Fairbanks — were selected for seismic site-response testing. In assessing seismic motion in frozen soil, the thickness of seasonally frozen soil, depth to permafrost and its thickness, and depth to bedrock were considered. Results show that the presence of frozen soil, particularly permafrost, significantly changes ground motion characteristics. The research team concluded that while it is generally safe to ignore the effects of seasonally frozen ground on site response, it is not always safe to classify permafrost soil sites using only the seismic motion of the upper 30 meters of frozen or unfrozen soil, or to use code-defined site coefficients for seismic design. Study results will contribute to new guidelines that help engineers design better highway bridges and embankments in Alaska, ideally identifying how to account for permafrost effects in a simpler manner. 15. NUMBER OF PAGES 14- KEYWORDS: 99 Alaska; Bedrock; Bridge design; Earthquake resistant design; Frozen soils; 16. PRICE CODE Permafrost; Seasonally frozen ground; Seismicity; Shear wave velocity N/A 17. SECURITY CLASSIFICATION OF 18. SECURITY CLASSIFICATION 19. SECURITY CLASSIFICATION 20. LIMITATION OF ABSTRACT REPORT OF THIS PAGE OF ABSTRACT Unclassified Unclassified Unclassified N/A NSN 7540-01-280-5500 STANDARD FORM 298 (Rev. 2-98) Prescribed by ANSI Std. 239-18 298-1 Notice This document is disseminated under the sponsorship of the U.S. Department of Transportation in the interest of information exchange. The U.S. Government assumes no liability for the use of the information contained in this document. The U.S. Government does not endorse products or manufacturers. Trademarks or manufacturers’ names appear in this report only because they are considered essential to the objective of the document. Quality Assurance Statement The Federal Highway Administration (FHWA) provides high-quality information to serve Government, industry, and the public in a manner that promotes public understanding. Standards and policies are used to ensure and maximize the quality, objectivity, utility, and integrity of its information. FHWA periodically reviews quality issues and adjusts its programs and processes to ensure continuous quality improvement. Author’s Disclaimer Opinions and conclusions expressed or implied in the report are those of the author. They are not necessarily those of the Alaska DOT&PF or funding agencies. SI* (MODERN METRIC) CONVERSION FACTORS APPROXIMATE CONVERSIONS TO SI UNITS Symbol When You Know Multiply By To Find Symbol LENGTH in inches 25.4 millimeters mm ft feet 0.305 meters m yd yards 0.914 meters m mi miles 1.61 kilometers km AREA in2 square inches 645.2 square millimeters mm2 ft2 square feet 0.093 square meters m2 yd2 square yard 0.836 square meters m2 ac acres 0.405 hectares ha mi2 square miles 2.59 square kilometers km2 VOLUME fl oz fluid ounces 29.57 milliliters mL gal gallons 3.785 liters L ft3 cubic feet 0.028 cubic meters m3 yd3 cubic yards 0.765 cubic meters m3 NOTE: volumes greater than 1000 L shall be shown in m3 MASS oz ounces 28.35 grams g lb pounds 0.454 kilograms kg T short tons (2000 lb) 0.907 megagrams (or "metric ton") Mg (or "t") TEMPERATURE (exact degrees) oF Fahrenheit 5 (F-32)/9 Celsius oC or (F-32)/1.8 ILLUMINATION fc foot-candles 10.76 lux lx fl foot-Lamberts 3.426 candela/m2 cd/m2 FORCE and PRESSURE or STRESS lbf poundforce 4.45 newtons N lbf/in2 poundforce per square inch 6.89 kilopascals kPa APPROXIMATE CONVERSIONS FROM SI UNITS Symbol When You Know Multiply By To Find Symbol LENGTH mm millimeters 0.039 inches in m meters 3.28 feet ft m meters 1.09 yards yd km kilometers 0.621 miles mi AREA mm2 square millimeters 0.0016 square inches in2 m2 square meters 10.764 square feet ft2 m2 square meters 1.195 square yards yd2 ha hectares 2.47 acres ac km2 square kilometers 0.386 square miles mi2 VOLUME mL milliliters 0.034 fluid ounces fl oz L liters 0.264 gallons gal m3 cubic meters 35.314 cubic feet ft3 m3 cubic meters 1.307 cubic yards yd3 MASS g grams 0.035 ounces oz kg kilograms 2.202 pounds lb Mg (or "t") megagrams (or "metric ton") 1.103 short tons (2000 lb) T TEMPERATURE (exact degrees) oC Celsius 1.8C+32 Fahrenheit oF ILLUMINATION lx lux 0.0929 foot-candles fc cd/m2 candela/m2 0.2919 foot-Lamberts fl FORCE and PRESSURE or STRESS N newtons 0.225 poundforce lbf kPa kilopascals 0.145 poundforce per square inch lbf/in2 *SI is the symbol for the International System of Units. Appropriate rounding should be made to comply with Section 4 of ASTM E380. (Revised March 2003) ii Table of Contents Table of Contents ......................................................................................................................... ii List of Figures ............................................................................................................................... v List of Tables ................................................................................................................................ xi Acknowledgement ...................................................................................................................... xii Abstract ....................................................................................................................................... xiii Summary of Findings ................................................................................................................ 1 CHAPTER 1 – INTRODUCTION ............................................................................................... 2 1.1 Background ......................................................................................................................... 2 1.2 Objective of Research ....................................................................................................... 4 1.3 Scope of Study ................................................................................................................... 4 CHAPTER 2 - METHODOLOGY OF SITE RESPONSE ANALYSIS ................................... 5 2.1 Introduction ......................................................................................................................... 5 2.2 Site Response Analysis Model ........................................................................................ 5 2.2.1 Equivalent Linear Analysis ........................................................................................ 6 2.2.2 Nonlinear Analysis.....................................................................................................
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