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Attachment 1 Credentials of Trlia Board of Senior Consultants

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Attachment 1 Credentials of Trlia Board of Senior Consultants ATTACHMENT 1 CREDENTIALS OF TRLIA BOARD OF SENIOR CONSULTANTS FAIZ I. MAKDISI, PH.D., P.E. PRINCIPAL ENGINEER EDUCATION SKILLS AND EXPERIENCE Ph.D., Geotechnical Dr. Makdisi’s 28-year career has combined applied research and Engineering, University of professional practice in geotechnical and foundation/earthquake California, Berkeley, 1976 engineering for commercial, residential, industrial, and critical M.Sc., Geotechnical structures. Recently he has focused on geotechnical studies and safety Engineering, University of evaluations of earth and rockfill dams, embankments, and landfills. His California, Berkeley, 1971 work includes feasibility evaluations and preliminary design studies; field investigation design and planning; borrow area material studies; in B. Eng., Civil, American situ and laboratory testing; and evaluation and interpretation of static University of Beirut: and dynamic material properties of dams and their foundations. Studies Lebanon, 1970 also included stability evaluations of embankment slopes, seepage analyses, and static and dynamic stress analyses to evaluate stability REGISTRATION during earthquakes. Professional Civil Engineer, He has performed studies to determine earthquake-induced permanent CA No. C29432, 1978 deformations in slopes and embankments, and developed and published Civil Engineer, Institute of widely used simplified procedures for estimating dynamic response and Civil Engineers, Lebanon, permanent deformations in earth and rockfill dams and embankments. 1970 He is a lead participant in earthquake ground motion studies and development of seismic design criteria for key facilities such as dams AFFILIATIONS and nuclear power plants. He was principal investigator of the “Stability American Society of Civil of Slopes, Embankments and Rockfalls” chapter of the Seismic Retrofit Engineers Manual for the Federal Highway Project being prepared for the National Earthquake Engineering Center for Earthquake Engineering Research. He was co-principal Research Institute investigator of a research study to evaluate the effects of style of faulting Seismological Society of on earthquake ground motions, performed for the United Sates America Geological Survey, National Earthquake Hazard Reduction Program. He Association of California is a member of a technical team of experts providing review for the U.S. Water Agencies Army Corps of Engineers on Seven Oaks and Terminus dams, and Association of State Dam serves as independent peer reviewer for Pacific Gas & Electric Safety Officials Company’s and East Bay Municipal Utility District’s Safety of Dams Institute of Civil Engineers programs. During the past several years, Dr. Makdisi has been involved (UK) in studies for more than 40 dams; 25 of these projects were under the International Society of Soil jurisdiction of the Division of Safety of Dams or the Federal Energy Mechanics and Foundation Regulatory Commission. Engineering Representative project experience includes: U.S. Society on Dams, Member, Committee on Seven Oaks Dam, California – Static and dynamic finite-element Earthquakes analyses and evaluation of seismic stability of a 600-foot-high earth and rockfill embankment. HONORS Bull Run Dams, Oregon – Seismic hazard evaluation and site-specific Norman Medal Award, response spectra for two earthfill and concrete gravity dams. American Society of Civil Engineers, 1977 North and Danville Reservoir Embankments, California – Evaluation Design and Environmental of seismic stability. Honor Award for 2002, Lexington Dam, California – Analyses of the recorded response during Chief of Engineers, U.S. the Loma Prieta 1989 earthquake. Army Corps of Engineers. Arastradero Lake Dam, California – Evaluation of seismic stability. C:\Documents and Settings\rfulham\Desktop\FMakdisi_1Page_DWR_05.doc (02/05) FAIZ I. MAKDISI, PH.D., P.E. PAGE 2 Buckhorn Dam, California – Geotechnical investigations of alternative dam sites and spillway locations for proposed earthfill, rockfill, or roller- compacted concrete dam. Portugues Dam, Puerto Rico – Earthquake ground motion studies for concrete arch dam. Cougar and Blue River Dams, Oregon – Review and evaluation of seismic stability of 300- to 400-foot-high earth and rockfill dams. Cannon Mine Dam, Washington – Evaluation and specification of core material requirements and review of borrow area material properties. Colosseum Dam, California – Review of the liquefaction potential of foundation alluvium. San Fernando Dams, California – Investigation into the slides that occurred during the February 9, 1971, earthquake. Old and New Upper San Leandro Dams, California – Static and dynamic analyses of the dams including evaluations of the seismic stability and feasibility of remedial schemes. Chabot Dam, California – Static and seismic stability evaluation of the embankment including evaluations of alternative remedial schemes; survey and analysis of the performance of 32 dams in California that were severely shaken during the 1906 San Francisco earthquake. During the past several years Dr. Makdisi has also performed studies on the following dams and levee projects: Lake Almanor and Butt Valley Dams: Evaluation of seismic stability and design of remedial measures, for Pacific Gas and Electric Company. Thompson Creek and Eaton Wash Dams: Evaluation of seismic stability and design of remedial measures, for the Los Angeles County Department of Public works. Painted Rock Dam, Arizona: Evaluation of the potential for seepage, and finite element analysis of the potential for hydraulic fracturing, for the U.S. Army Corps of Engineers, Los Angeles District. Hansen, Whittier Narrows, and Prado Dams: Estimates of earthquake ground motions and evaluation of seismic stability, for the U.S. Army Corps of Engineers, Los Angeles District. Leland and Piedmont Reservoir Embankments: Estimates of earthquake design ground motions and evaluation of seismic stability, for the East Bay Municipal Utility District. Rollins and Dutch Flat Afterbay Dams: Evaluation of the potential for liquefaction and earthquake-induced deformation, for Nevada Irrigation District. Lopez Dam: Evaluation of the potential for foundation liquefaction and design of remedial measures including stone column densification, for San Luis Obispo County Department of Public Works. Halsey Forebay Dam, Blue Lake, Pit No. 4, and McCloud Dams: Evaluation of seismic stability and review of alternatives for remedial C:\Documents and Settings\rfulham\Desktop\FMakdisi_1Page_DWR_05.doc (02/05) FAIZ I. MAKDISI, PH.D., P.E. PAGE 3 measures, for Pacific Gas and Electric Company. New Exchequer Dam: Assessment of seismicity and design ground motions, and evaluation of seismic stability and earthquake-induced deformations, for Merced Irrigation District. Don Pedro Dam: Estimates of earthquake ground motions and review of seismic stability, for Turlock Irrigation District. Wishon and Lake Fordyce Dams: Evaluation of seepage concerns, stability of spillway gravity wall, and evaluations of seismic stability and deformation of embankment slopes, for Pacific Gas and Electric Company. Calaveras Dam: Evaluation of potential for liquefaction and earthquake- induced deformations, for the San Francisco Public Utilities Commission. Success Dam: Seismic deformation analyses to support design of remediation measures, for the Sacramento District, U.S. Army Corps of Engineers. San Pablo Dam: Estimates of earthquake ground motions and evaluation of seismic stability, for the East Bay Municipal Utility District. Feather River Levee Failure: Seepage analyses and expert witness and litigation support, for the State of California Attorney General’s Office. Dr. Makdisi has published more than 30 papers and major research reports. His paper (co-authored with Seed, Lee, and Idriss) on the analyses of the slides in the San Fernando Dams during the 1971 San Fernando earthquake was awarded the 1977 Norman Medal award of the American Society of Civil Engineers. Dr. Makdisi is currently involved (with Dr. Z.L Wang of Geomatrix Consultants) in incorporating non linear constitutive models in analytical procedures (such as the program FLAC) to simulate earthquake-induced liquefaction and deformation of embankment slopes and earth structures. He has presented lectures at ASCE seminars and workshops in San Francisco, Los Angeles, and Oakland, California, and Seattle, Washington, as well as lectures at the University of California campuses at Berkeley and Davis and at Stanford University. He was invited to present a keynote lecture on the seismic stability of embankments and slopes at the session on slope stability at the Geo-Denver 2000 conference of ASCE’s Geo-Institute. He also presented a lecture on seismic design criteria for dams at the Federal Energy Regulatory Commission’s (FERC) Dam Safety Workshop, held in Portland, Oregon, in March of 2001. As a member of a team of Technical Advisors to the Los Angeles District, Corps of Engineers, on the design and construction of Seven Oaks Dam in California, Dr. Makdisi was a co-recipient of the U.S. Army Corps of Engineers, Chief of Engineers “Design and Environmental Honor Award for 2002.” C:\Documents and Settings\rfulham\Desktop\FMakdisi_1Page_DWR_05.doc (02/05) FAIZ I. MAKDISI PUBLICATIONS “Practical Applications of a Nonlinear Approach to Analysis of Earthquake-induced Liquefaction and Deformation of Earth Structures.” Zhi-Liang Wang, Faiz I. Makdisi, and John Egan.” Paper accepted for publication at the 11th International Conference on Soil Dynamics and Earthquake Engineering
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