SHIN-TOWER WANG, P.E., Ph.D.

Size: px
Start display at page:

Download "SHIN-TOWER WANG, P.E., Ph.D."

Transcription

1 SHIN-TOWER WANG, P.E., Ph.D. Education The University of Texas at Austin: Ph.D., Civil Engineering, 1986 The University of Texas at Austin: M.S., Civil Engineering, 1982 National Cheng-Kung University Tainan, Taiwan: M.S., Civil Engineering, 1977 National Cheng-Kung University Tainan, Taiwan: B.S., Civil Engineering, 1975 Professional History Ensoft, Inc./Lymon C. Reese & Associates, Inc. Austin, Texas Principal - Chairman 1987-Present Woodward-Clyde Consultants Houston, Texas Staff Engineer The University of Texas at Austin Austin, Texas Research Assistant Moh and Associates Consulting Engineers Taipei, Taiwan Geotechnical Engineer Representative Experience Dr. Wang has a strong academic background in both the geotechnical and structural engineering fields. His research interests are in soil-structure-interaction analysis, deep foundation design, and numerical analysis using finite-element and finite-difference methods. He has been actively engaged in a variety of consulting projects especially for offshore platforms, large-scale wind farms, and long-span bridges in the U.S. and abroad, and development of well-recognized engineering software. He is the author/coauthor of one text book and more than forty papers/research publications on foundation engineering. His project involvement includes the following: 1

2 At Moh and Associates Consulting Engineers in Taipei, Dr. Wang participated in numerous geotechnical engineering projects. His primary experience includes planning and execution of site investigation, analysis of excavation and de-watering problems, and design of foundations and retaining structures. At the University of Texas at Austin, Dr. Wang as a research assistant concentrated on the state-of-the-art design of pile foundations. He has been involved in the full-scale pile loading test for Sunshine Skyway Bridge, Florida. He has worked on the study of pore water pressures near foundation piles under lateral loading during storm at North Rankin, Australia. He also developed soil models to take into account soil-pile-soil interactions for analyses of closely-spaced pile groups. At Woodward-Clyde Consultants, Dr. Wang was involved in slope stability analysis, landfill design, waste disposal and, groundwater recovery projects. At Ensoft, Inc./Lymon C. Reese & Associates, Dr. Wang has been closely associated with the foundation behavior and capacity under static and seismic conditions, field instrumentation, testing and remote wireless monitoring, detailed design of foundation structure system. He has provided comprehensive soil-structure-interaction analyses for many offshore platforms, largescale wind farms, and long-span bridges. He has been the engineering manager and principal engineer of consulting projects in the U.S. and abroad in the past 25 years. Dr. Wang has co-authored several well-accepted computer programs that are currently used by the industry for the static and dynamic analyses of single and group piles, design of flexible retaining structures, and analyses of offshore pipe lines and riser. Affiliations American Society of Civil Engineers Professional Engineer in State of Texas and Oklahoma Publications 1. "The Study of Engineering Properties of the Soil Stabilized by Lime and Rice-Hull-Ash Mixtures," Journal of Civil and Hydraulic Engineering, Vol. 4, No. 3, Taiwan, R.O.C., (w/lymon C. Reese), "Evaluation of Method of Analysis of Piles Under Lateral Loading." Preprint, Shanghai Symposium on Marine Geotechnology and Nearshore/Offshore Structures, Shanghai, People's Republic of China, November 1-4, (w/lymon C. Reese), Discussion of "Horizontal Displacement of Soil in Front of Laterally Loaded Piles." Soils and Foundations, Vol. 24, No. 2, The Japanese Society of Soil Mechanics and Foundation Engineering, June, 1984, pp (w/lymon C. Reese), "Method of Analysis of Piles under Lateral Loading," Marine Geotechnology and Nearshore and Offshore Structures, ASTM STP 923, R. C. Chaney and H.-Y. Fang, Eds., American Society for Testing and Materials, 2

3 Philadelphia, (w/lymon C. Reese), "The Effect of Nonlinear Flexural Rigidity on the Behavior of Concrete Piles Under Lateral Loading," The American Society of Civil Engineers, Texas Civil Engineer, May (This paper was given an award for the best of the section in October, 1987.) 6. "p-y Method of Lateral Load Analysis", Proceedings of Symposium on Lateral Load Capacity of Caissons and Piles, Denver, Colorado, Nov "Computer Modeling: p-y Method for Single Pile", Proceedings of Symposium on Lateral Load Capacity of Caissons and Piles, Denver, Colorado, Nov (w/nelson Chou), "Soil-Structure Interaction on Laterally Loaded Piles," Sino-Geotechnics No. 24, December, (w/lymon C. Reese and J. H. Long), "Scour from Cyclic-Lateral Loading of Piles," Proceedings, 21st Offshore Technology Conference, Paper 6005, Houston, Texas, May 1-4, 1989, pp (w/f. T. Touma and Lymon C. Reese), "Deep Foundations in Calcareous Soils," Proceedings, The Second Symposium on Geotechnical Problems in Saudi Arabia, King Saud University, Riyadh, May, (w/s. G. Wright, Lymon C. Reese and M. A. Walsh), "Analysis of Drilled Shafts in A Deep Fill," Proceedings, Foundation Engineering Congress, American Society of Civil Engineers Specialty Conference, June 25-29, 1989, Evanston, Illinois, Vol 2, pp (w/lymon C. Reese), "Prediction of Response of Piles to Axial Loading," Proceedings, Predicted and Observed Behavior of Piles, Foundation Engineering Congress, American Society of Civil Engineers Specialty Conference, June 25-29, 1989, Evanston, Illinois, pp (w/k. Darr and Lymon C. Reese), "Coupling Effects of Uplift Loading and Lateral Loading on Capacity of Piles," Proceedings, 22nd Offshore Technology Conference, Vol. 2, Paper 6320, Houston, Texas, May 7-10, 1990, pp (w/ralph Reese and Lymon C. Reese), "Tests of Piles Under Lateral Loading at The Pyramid Building, Memphis, Tennessee," Geotechnical News (Newsletter of the North American Geotechnical Community), Vol. 10, No. 4, (w/lymon C. Reese), "Use of Drilled Shafts in Stabilizing a Slope," ASCE special conference on "Stability and Performance of Slopes and Embankments- II" in Berkeley, CA, (w/michael W. O'Neill, Ralph Barnes, Lymon C. Reese), "Effects of Stratigraphic and Construction Details on the Load Transfer Behavior of Drilled Shafts," National Research Council, TRB 71st Annual Meeting, Washington, D.C.,

4 17. (w/lymon C. Reese, Ralph Reuss), "Tests of Auger Piles for Design of Pile-Supported Rafts," will be published in the Proceedings of the 2nd international Geotechnical Seminar on Deep Foundations on Bored and Auger Piles, Ghent, Belgium, (w/lymon C. Reese), "Analysis of Piles Under Lateral Loading with Nonlinear Flexural Rigidity," Proceedings of the International Conference on Design and Construction of Deep Foundations, Orlando, Florida, December (w/gordon Reavis, Lymon C. Reese, and Daniel Speer), "Testing of GeoJet Units Under Lateral Loading," Proceedings of the International Conference on Design and Construction of Deep Foundations, Orlando, Florida, December (w/robert Hoyt, and Lymon C. Reese), "Buckling of Helical Anchors Used for Underpinning," Foundation Upgrading and Repair for Infrastructure Improvement, American Society of Civil Engineers, Geotechnical Special Publication No 50, (w/lymon C. Reese), "Nonlinear Models for Piles and Pile Groups Under Axial and Lateral Loads," Keynote Speech, X Panamerican Conference on Soil Mechanics and Foundation Engineering, October (w/lymon C. Reese), "Design of Pile Foundations in Liquefied Soils," Geotechnical Earthquake Engineering and Soil Dynamics III, Proceedings of a Specialty Conference, August 3-6, 1998, Vol. 2, pp (w/jose A. Arrellaga), "Study of the Behavior of a Suction Pile with a Simplified Numerical Model," Proceedings of the OTRC-99 Conference, Austin, Texas, April 29-30, 1999, Published by ASCE, Geotechnical Special Publication, pp (w/sheng-huoo Ni), "Cases and Multipurpose Planning of Geojet Pile Loading Test," Sino-Geotechnics No. 80, August, (w/lymon C. Reese, Glyen Farmer), "Optimum Design of Three-dimensional Pile Groups in Nonlinear Soil," 2002 Geo-Congress, ASCE, 26. (w/lisa J. Novak, H. Theodore Lin), "Study of the Soil-Structure Interaction of Suction Caissons with Advanced Finite-Element Methods," Computation mechanics, WCCM VI in conjunction with APCOM 02, Sept. 5-10, 2004, Beijing, China 27. (w/lisa J. Novak, Lymon C. Reese), "Analysis of Pile-Raft Foundations with 3D Finite-Element Method," Structural Congress proceedings, April 2005, ASCE, New York. 28. (w/luis Vasquez, Lymon C. Reese), "Analysis of Large Groups of Piles under Axial and Lateral Loading," ASCE Geotechnical engineering in the Information Technology Age, Atlanta Congress, Feb. 26 to March 1, 2006, Atlanta, GA. 4

5 29. (w/reese, L.C., Isenhower, W.M.), Analysis and Design of Shallow and Deep Foundations, John Wiley & Sons, 2006, 574 pp. 30. "Analysis of Laterally Loaded drilled Shafts and Piles using LPILE," Speaker, DFI 2008 Special Seminar, April 3, 2009, St Louis, MO 31. (w/luis Vasquez, Lymon C. Reese), "Study of The Behavior of Pile Groups in Liquefied Soils," 14 h World Conference on Earthquake Engineering, October 12-17, 2008, Beijing, China 32. (w/yingcai Han), "Practical seismic Design Considering Non-Linear Soil-Pile- Structure Interaction," Fifth International Conference on Recent Advances in Geotechnical Earthquake engineering and Soil Dynamics and Symposium in Honor of professor I.M. Idriss, May 24-29, 2010, San Diego, CA. 33. "Analysis of Laterally Loaded drilled Shafts and Piles using LPILE Including LRFD Considerations," Speaker, DFI 2010 Special Seminar, October 12, 2010, Los Angeles, CA 34. (w/matthew Rogers, Eric Ntambakwa, Troy Crook), "Application of Drilled Shaft Foundations for Utility Scale wind Turbines in a High Seismic Environment," 2012 Geo-Congress, ASCE, Oakland, CA, April (w/yingcai Han), "Nonlinear Soil-Pile-Structure Interaction in Dynamic or Seismic Design," 15 th World Conference on Earthquake Engineering, September 24-28, 2012, Lisbon, Portugal 36. (w/luis Vasquez, Daqing Xu), "Application of Soil-Structure Interaction (SSI) in the Analysis of Flexible Retaining Walls," The 2 nd IACGE International Conference on Geotechnical and earthquake Engineering, October 25-27, 2013, Chengdu, China 37. (w/yingcai Han), "Soil-Pile-Structure Interaction in Earthquake Engineering," The 2 nd IACGE International Conference on Geotechnical and earthquake Engineering, October 25-27, 2013, Chengdu, China 38. (w/robert F. Steven, et al.), "Design Procedures for Marine Renewable Energy Foundations," Offshore Technology Conference, Paper 25960, Houston, Texas, May 4-7, (w/asitha Senanayake, et al.), "Design of Large Diameter Monopiles under Lateral Loads in Normally to Lightly Overconsolidated Clay," Offshore Technology Conference, Paper 26031, Houston, Texas, May 4-7, Books 1. (w/l.c. Reese, W.M. Isenhower), Analysis and Design of Shallow and Deep Foundation, John Wiley and Sons, Inc., Hoboken, New Jersey,

6 2. (w/ W.M. Isenhower), User s and Technical Manuals for Computer Program LPILE Analyze Deep Foundation Under Lateral Loading, Ensoft, Inc., Austin, Texas, (w/ L.C. Reese, et al.), User s and Technical Manuals for Computer Program GROUP Analysis of a Group of Piles Subjected to Vertical and Lateral Loading, Ensoft, Inc., Austin, Texas, (w/ L.C. Reese, et al.), User s and Technical Manuals for Computer Program APILE Study of a Driven Pile under Axial Loads, Ensoft, Inc., Austin, Texas, (w/ L.C. Reese, et al.), User s and Technical Manuals for Computer Program SHAFT Study of a Drilled Shafts under Axial Loads, Ensoft, Inc., Austin, Texas, (w/ L.C. Reese, et al.), User s and Technical Manuals for Computer Program TZPILE Analysis of Load Versus Settlement for An Axially-Loaded Deep Foubndation, Ensoft, Inc., Austin, Texas, (w/ L.C. Reese, et al.), User s and Technical Manuals for Computer Program DYNAN Dynamic Analysis of Both Shallow and Deep Foundations under Harmonic, Transient, and Random Loading Using Improved Novak s Method, Ensoft, Inc., Austin, Texas, (w/ L.C. Reese, et al.), User s and Technical Manuals for Computer Program PYWALL Analysis of Flexible Retaining Structures, Ensoft, Inc., Austin, Texas, (w/ Luis Vasquez, Daqing Xu), User s and Technical Manuals for Computer Program GEOMAT Analysis of Soil-Supported Mat and Structural Slab, Ensoft, Inc., Austin, Texas,

Hoyoung Seo, Ph.D., P.E.

Hoyoung Seo, Ph.D., P.E. Hoyoung Seo, Ph.D., P.E. Assistant Professor Department of Civil and Environmental Engineering, Texas Tech University CEE 162; Telephone: 806-834-5690; Email: hoyoung.seo@ttu.edu Education Ph.D. 2012 Purdue

More information

vulcanhammer.net This document downloaded from

vulcanhammer.net This document downloaded from This document downloaded from vulcanhammer.net since 1997, your source for engineering information for the deep foundation and marine construction industries, and the historical site for Vulcan Iron Works

More information

Step 6 Buckling/Slenderness Considerations

Step 6 Buckling/Slenderness Considerations Step 6 Buckling/Slenderness Considerations Introduction Buckling of slender foundation elements is a common concern among designers and structural engineers. The literature shows that several researchers

More information

Laterally Loaded Piles

Laterally Loaded Piles Laterally Loaded Piles 1 Soil Response Modelled by p-y Curves In order to properly analyze a laterally loaded pile foundation in soil/rock, a nonlinear relationship needs to be applied that provides soil

More information

RESUME Lee A. Knuppel, P.E.

RESUME Lee A. Knuppel, P.E. RESUME Lee A. Knuppel, P.E. OFFICE: EDUCATION: LEE A. KNUPPEL AND ASSOCIATES, Inc. 7770 Cooper Road, Suite 7 Montgomery, Ohio 45242 (513) 793-4222 Graduate: UCLA, Los Angeles, CA M.S. in Civil Engineering,

More information

Outline MICROPILES SUBJECT TO LATERAL LOADING. Dr. Jesús Gómez, P.E.

Outline MICROPILES SUBJECT TO LATERAL LOADING. Dr. Jesús Gómez, P.E. MICROPILES SUBJECT TO LATERAL LOADING Dr. Jesús Gómez, P.E. Micropile Design and Construction Seminar Las Vegas, NV April 3-4, 2008 Outline When are micropiles subject to lateral load? How do we analyze

More information

New construction Repairing failed or old foundations Retrofit foundations Permanent battered piers Machinery/equipment foundations

New construction Repairing failed or old foundations Retrofit foundations Permanent battered piers Machinery/equipment foundations from New construction foundations don t have to be a headache. The CHANCE Helical Pier Foundation System gives you the performance of concrete without the drawbacks and liabilities of driven piles and

More information

USE OF MICROPILES IN TEXAS BRIDGES. by John G. Delphia, P.E. TxDOT Bridge Division Geotechnical Branch

USE OF MICROPILES IN TEXAS BRIDGES. by John G. Delphia, P.E. TxDOT Bridge Division Geotechnical Branch USE OF MICROPILES IN TEXAS BRIDGES by John G. Delphia, P.E. TxDOT Bridge Division Geotechnical Branch DEFINITION OF A MICROPILE A micropile is a small diameter (typically less than 12 in.), drilled and

More information

2000 Bachelor of Science in Civil Engineering University of Central Florida, Orlando, Florida

2000 Bachelor of Science in Civil Engineering University of Central Florida, Orlando, Florida ENGINEER: CIVIL/STRUCTURAL NICHOLAS K. PONTILLO, P.E. Engineering Design & Testing Corp. Post Office Box 40026 Overland Park, Kansas 66204-0926 Telephone: (913) 859-9580 npontillo@edtkc.com EDUCATION:

More information

Step 11 Static Load Testing

Step 11 Static Load Testing Step 11 Static Load Testing Test loading is the most definitive method of determining load capacity of a pile. Testing a pile to failure provides valuable information to the design engineer and is recommended

More information

Table of Contents 16.1 GENERAL... 16.1-1. 16.1.1 Overview... 16.1-1 16.1.2 Responsibilities... 16.1-1

Table of Contents 16.1 GENERAL... 16.1-1. 16.1.1 Overview... 16.1-1 16.1.2 Responsibilities... 16.1-1 Table of Contents Section Page 16.1 GENERAL... 16.1-1 16.1.1 Overview... 16.1-1 16.1.2 Responsibilities... 16.1-1 16.1.2.1 Geotechnical Section/Bridge Bureau Coordination... 16.1-1 16.1.2.2 Geotechnical

More information

GEORGE J. CAMBOURAKIS, P.E., C. ENG. PRESIDENT & CHIEF STRUCTURAL ENGINEER

GEORGE J. CAMBOURAKIS, P.E., C. ENG. PRESIDENT & CHIEF STRUCTURAL ENGINEER GEORGE J. CAMBOURAKIS, P.E., C. ENG. PRESIDENT & CHIEF STRUCTURAL ENGINEER Professional Experience: Pride and Passion in the Art of Structural Engineering since 1979. Professional Registration: Professional

More information

Offshore Wind Turbine Support Structures

Offshore Wind Turbine Support Structures 1 Wind Power R&D Seminar Deep Sea Offshore Wind Royal Garden Hotel, Trondheim, Norway January 21, 2011 Effect of Foundation Modeling Methodology on the Dynamic Response of Offshore Wind Turbine Support

More information

LATERAL LOAD TESTS ON DRILLED PIERS IN SAN DIEGO AREA RESIDUAL AND FORMATIONAL SOILS

LATERAL LOAD TESTS ON DRILLED PIERS IN SAN DIEGO AREA RESIDUAL AND FORMATIONAL SOILS LATERAL LOAD TESTS ON DRILLED PIERS IN SAN DIEGO AREA RESIDUAL AND FORMATIONAL SOILS Kul Bhushan, President, Group Delta Consultants, Inc., Aliso Viejo, California, USA Curt Scheyhing, Project Engineer,

More information

Development of Guidelines for Anchor Design for High-Tension Cable Guardrails

Development of Guidelines for Anchor Design for High-Tension Cable Guardrails Duplication for publication or sale is strictly prohibited without prior written permission of the Transportation Research Board Paper No. 10-3391 Development of Guidelines for Anchor Design for High-Tension

More information

Toe Bearing Capacity of Piles from Cone Penetration Test (CPT) Data

Toe Bearing Capacity of Piles from Cone Penetration Test (CPT) Data Toe Bearing Capacity of Piles from Cone Penetration Test (CPT) Data Abolfazl Eslami University of Ottawa, Civil Engineering Department PREPRINT International Symposium on Cone Penetrometer Testing, CPT

More information

EGYPTIAN CODES FOR DESIGN AND CONSTRUCTION OF BUILDINGS

EGYPTIAN CODES FOR DESIGN AND CONSTRUCTION OF BUILDINGS in the Euro-Mediterranean Area EGYPTIAN CODES FOR DESIGN AND CONSTRUCTION OF BUILDINGS By Prof. Amr Ezzat Salama Chairman of Housing, Building National Center Cairo, Egypt Former Minister of High Education

More information

Pile Driving Contractors Association & Pile Dynamics, Inc.

Pile Driving Contractors Association & Pile Dynamics, Inc. Pile Driving Contractors Association & Pile Dynamics, Inc. Present Seminar on Deep Foundation Integrity Testing and Wave Equation Analysis August 29, 2016 High Strain Dynamic Foundation Testing Workshop

More information

Structural Performance of Highway Bridges under Given Foundation Settlements

Structural Performance of Highway Bridges under Given Foundation Settlements ASEE 2014 Zone I Conference, April 3-5, 2014, University of Bridgeport, Bridgeport, CT, USA. Structural Performance of Highway Bridges under Given Foundation Settlements Zhan Su*; Qian Wang, PhD, PE, Assistant

More information

C O N S U L T A N T S RESUME

C O N S U L T A N T S RESUME C O N S U L T A N T S RESUME Ed Bove, P.E. SUMMARY OF EXPERIENCE Mr. Bove possesses 28 years experience in the civil engineering field. He has been involved with investigation, design, analysis, and quality

More information

DR. DONALD ALEXANDER BRUCE. GEOGRAPHIC BASE: Pittsburgh, PA. TYPE OF COMPANY: Sole Proprietor RESUMÉ

DR. DONALD ALEXANDER BRUCE. GEOGRAPHIC BASE: Pittsburgh, PA. TYPE OF COMPANY: Sole Proprietor RESUMÉ P.O. BOX 237, VENETIA, PA 15367 PHONE: 724-942-0570 FAX: 724-942-1911 EMAIL: DABRUCE@GEOSYSTEMSBRUCE.COM WEBSITE: WWW.GEOSYSTEMSBRUCE.COM DR. DONALD ALEXANDER BRUCE SPECIALTY/SKILLS: Specialty geotechnical

More information

High Capacity Helical Piles Limited Access Projects

High Capacity Helical Piles Limited Access Projects High Capacity Helical Piles Limited Access Projects Tel 403 228-1767 Canada, USA, Russia Brendan ODonoghue 519 830-6113 Presentation Summary 1. Helical piles Background on large diameter shafts and helices

More information

Equivalent CPT Method for Calculating Shallow Foundation Settlements in the Piedmont Residual Soils Based on the DMT Constrained Modulus Approach.

Equivalent CPT Method for Calculating Shallow Foundation Settlements in the Piedmont Residual Soils Based on the DMT Constrained Modulus Approach. Equivalent CPT Method for Calculating Shallow Foundation Settlements in the Piedmont Residual Soils Based on the DMT Constrained Modulus Approach. Paul W. Mayne, PhD, P.E., Professor, Geosystems Engineering

More information

Design, Testing and Automated Monitoring of ACIP Piles in Residual Soils

Design, Testing and Automated Monitoring of ACIP Piles in Residual Soils Design, Testing and Automated Monitoring of ACIP Piles in Residual Soils Stephen W. Lacz 1, M. ASCE, P.E. and Richard C. Wells 2, F. ASCE, P.E. 1 Senior Professional, Trigon Kleinfelder, Inc., 313 Gallimore

More information

Chapter 7 Substructure Design... 7.1-1 7.1 General Substructure Considerations...7.1-1 7.1.1 Foundation Design Process...7.1-1 7.1.

Chapter 7 Substructure Design... 7.1-1 7.1 General Substructure Considerations...7.1-1 7.1.1 Foundation Design Process...7.1-1 7.1. Chapter 7 Contents Chapter 7 Substructure Design... 7.1-1 7.1 General Substructure Considerations...7.1-1 7.1.1 Foundation Design Process...7.1-1 7.1.2 Foundation Design Limit States...7.1-3 7.1.3 Seismic

More information

Introduction to Minimal Excavation Foundations

Introduction to Minimal Excavation Foundations Introduction to Minimal Excavation Foundations What is a minimal excavation foundation? A construction technique that minimizes disturbance of the natural soil profile within the footprint of the structure

More information

National Bureau for Academic Accreditation And Education Quality Assurance PUBLIC HEALTH

National Bureau for Academic Accreditation And Education Quality Assurance PUBLIC HEALTH 1 GEORGE WASHINGTON UNIVERSITY WASHINGTON DC B Athletic Training 1 MA B 1 BROWN UNIVERSITY PROVIDENCE RI B EAST TENNESSEE STATE UNIVERSITY JOHNSON CITY TN B 3 HUNTER COLLEGE NEW YORK NY B 4 UNIVERSITY

More information

STRUCTURES. 1.1. Excavation and backfill for structures should conform to the topic EXCAVATION AND BACKFILL.

STRUCTURES. 1.1. Excavation and backfill for structures should conform to the topic EXCAVATION AND BACKFILL. STRUCTURES 1. General. Critical structures may impact the integrity of a flood control project in several manners such as the excavation for construction of the structure, the type of foundation, backfill

More information

Foundation Underpinning Process and Relationship with Groundwater in West- Central Florida

Foundation Underpinning Process and Relationship with Groundwater in West- Central Florida Foundation Underpinning Process and Relationship with Groundwater in West- Central Florida Ahmed Said, PhD, PE Principal Engineering Consultant, Sinkhole Geotech, Inc. e-mail: admin@sinkholegeotech.com

More information

Design of pile foundations following Eurocode 7-Section 7

Design of pile foundations following Eurocode 7-Section 7 Brussels, 18-20 February 2008 Dissemination of information workshop 1 Workshop Eurocodes: background and applications Brussels, 18-20 Februray 2008 Design of pile foundations following Eurocode 7-Section

More information

Pent Up Load and Its Effect on Load Test Evaluation

Pent Up Load and Its Effect on Load Test Evaluation Nicholson Construction Company 12 McClane Street Cuddy, PA 15031 Telephone: 412-221-4500 Facsimile: 412-221-3127 Pent Up Load and Its Effect on Load Test Evaluation by T.D. Richards Jr., P.E. Nicholson

More information

METHOD OF STATEMENT FOR STATIC LOADING TEST

METHOD OF STATEMENT FOR STATIC LOADING TEST Compression Test, METHOD OF STATEMENT FOR STATIC LOADING TEST Tension Test and Lateral Test According to the American Standards ASTM D1143 07, ASTM D3689 07, ASTM D3966 07 and Euro Codes EC7 Table of Contents

More information

Design and Construction of Auger Cast Piles

Design and Construction of Auger Cast Piles Design and Construction of Auger Cast Piles 101 th Annual Road School 2015 3/11/2015 Malek Smadi, Ph.D., P.E. Principal Engineer - GEOTILL - Fishers, IN msmadi@geotill.com - www.geotill.com CONTENTS 1.

More information

Comprehensive Design Example 2: Foundations for Bulk Storage Facility

Comprehensive Design Example 2: Foundations for Bulk Storage Facility Comprehensive Design Example 2: Foundations for Bulk Storage Facility Problem The project consists of building several dry product storage silos near an existing rail siding in an open field presently

More information

Office: (785) 864-6851 E-mail: daniel.tran@ku.edu

Office: (785) 864-6851 E-mail: daniel.tran@ku.edu CURRICULUM VITAE for DANIEL TRAN, PH.D. Assistant Professor Department of Civil, Environmental, and Architectural Engineering University of Kansas, 2150 Learned Hall 1530 West 15th Street Lawrence, KS

More information

Geotechnical Building Works (GBW) Submission Requirements

Geotechnical Building Works (GBW) Submission Requirements Building Control (Amendment) Act 2012 and Regulations 2012: Geotechnical Building Works (GBW) Submission Requirements Building Engineering Group Building and Construction Authority May 2015 Content : 1.

More information

Civil Engineering. Faculty Research Interests. Department Mission Statement. Program Educational Objectives

Civil Engineering. Faculty Research Interests. Department Mission Statement. Program Educational Objectives 138 ChE 475, Explosives Surety, 3 cr, 3 Prerequisite: Upper class standing or consent of instructor Offered spring semester An introduction to explosives and other energetic materials. The basic chemical

More information

VIRGINIA POLYTECHNIC INSTITUTE AND STATE UNIVERSITY EERI STUDENT CHAPTER 2014-2015 ANNUAL REPORT GENERAL CHAPTER INFORMATION

VIRGINIA POLYTECHNIC INSTITUTE AND STATE UNIVERSITY EERI STUDENT CHAPTER 2014-2015 ANNUAL REPORT GENERAL CHAPTER INFORMATION VIRGINIA POLYTECHNIC INSTITUTE AND STATE UNIVERSITY EERI STUDENT CHAPTER 2014-2015 ANNUAL REPORT GENERAL CHAPTER INFORMATION Address: 750 Virginia Tech, Blacksburg, Virginia 24060, United States Email

More information

The advantages and disadvantages of dynamic load testing and statnamic load testing

The advantages and disadvantages of dynamic load testing and statnamic load testing The advantages and disadvantages of dynamic load testing and statnamic load testing P.Middendorp & G.J.J. van Ginneken TNO Profound R.J. van Foeken TNO Building and Construction Research ABSTRACT: Pile

More information

DESIGN AND PERFORMANCE OF SCREW PILES AND HELICAL ANCHORS IN SOILS

DESIGN AND PERFORMANCE OF SCREW PILES AND HELICAL ANCHORS IN SOILS DESIGN AND PERFORMANCE OF SCREW PILES AND HELICAL ANCHORS IN SOILS (A Bibliography of the Technical Literature) prepared by Alan J. Lutenegger Department of Civil & Environmental Engineering University

More information

SCHOOL SCHOOL S WEB ADDRESS. HOURS Tempe Arizona Ph.D. 4-5 54-84 January 15 $60 Not given 550/213

SCHOOL SCHOOL S WEB ADDRESS. HOURS Tempe Arizona Ph.D. 4-5 54-84 January 15 $60 Not given 550/213 SCHOOL SCHOOL S WEB ADDRESS 1 Arizona State University http://wpcarey.asu.edu/acc/doctoral.cfm 2 Baruch College CUNY http://zicklin.baruch.cuny.edu/programs/doctoral/areas-of-study/accounting 3 Bentley

More information

JEFFREY A. DAVIS PRESIDENT AND CHIEF EXECUTIVE OFFICER

JEFFREY A. DAVIS PRESIDENT AND CHIEF EXECUTIVE OFFICER JEFFREY A. DAVIS PRESIDENT AND CHIEF EXECUTIVE OFFICER SENIOR HOUSING FINANCE AND CAPITAL INVESTMENT CONFERENCE AND PUBLIC SPEAKING PRESENTATION APRIL TO PRESENT DATE ORGANIZATION & LOCATION FUNCTION TOPIC

More information

US News & World Report Best Undergraduate Engineering Programs: Specialty Rankings 2014 Rankings Published in September 2013

US News & World Report Best Undergraduate Engineering Programs: Specialty Rankings 2014 Rankings Published in September 2013 US News & World Report Best Undergraduate Engineering Programs: Specialty Rankings 2014 Rankings Published in September 2013 Aerospace/Aeronautical/Astronautical 2 Georgia Institute of Technology Atlanta,

More information

EFFECTS ON NUMBER OF CABLES FOR MODAL ANALYSIS OF CABLE-STAYED BRIDGES

EFFECTS ON NUMBER OF CABLES FOR MODAL ANALYSIS OF CABLE-STAYED BRIDGES EFFECTS ON NUMBER OF CABLES FOR MODAL ANALYSIS OF CABLE-STAYED BRIDGES Yang-Cheng Wang Associate Professor & Chairman Department of Civil Engineering Chinese Military Academy Feng-Shan 83000,Taiwan Republic

More information

Tian (Lori) Tang Assistant Professor of Finance University of Louisville

Tian (Lori) Tang Assistant Professor of Finance University of Louisville Tian (Lori) Tang Assistant Professor of Finance University of Louisville University of Louisville Department of Finance College of Business, Room 274 Louisville, KY, 40292 Tel: (502) 852-4819 (Office)

More information

Foundation design to Eurocode 7

Foundation design to Eurocode 7 Foundation design to Eurocode 7 Dr Andrew Bond (Geocentrix) Outline of talk Overview of Eurocode 7 New principles for geotechnical design Impact on retaining wall design Impact on pile design Benefits

More information

Nan Yang. Education. Columbia University, Graduate School of Business Master of Philosophy in Decision, Risk and Operations, February 2003

Nan Yang. Education. Columbia University, Graduate School of Business Master of Philosophy in Decision, Risk and Operations, February 2003 Nan Yang Washington University, Olin Business School, Campus Box 1156 One Brookings Drive, St. Louis, MO 63130-4899, USA Phone: (314) 935 4732; Email: yangn@wustl.edu Education Columbia University, Graduate

More information

ENGINEERED FOUNDATIONS. Department of Public Works Jeff Hill, PE

ENGINEERED FOUNDATIONS. Department of Public Works Jeff Hill, PE ENGINEERED FOUNDATIONS Department of Public Works Jeff Hill, PE What is an engineered foundation. A Foundation Design Developed by a Trained Professional (Engineer) Types of Foundations (All of which can

More information

Curriculum Vitae David A. Altounian Ph.D. Austin, Texas

Curriculum Vitae David A. Altounian Ph.D. Austin, Texas Curriculum Vitae David A. Altounian Ph.D. Austin, Texas Professional Profile: Accomplished career in the technology industry focused on marketing and executive strategy. Strong entrepreneurial experience

More information

CIVIL ENGINEERING EDUCATION IN CYPRUS

CIVIL ENGINEERING EDUCATION IN CYPRUS CIVIL ENGINEERING EDUCATION IN CYPRUS A brief review Cyprus Universities Offering Accredited Programs Cyprus University (State) -CU Department of Civil and Environmental Engineering Cyprus University of

More information

QIAN WANG. Page 1 of 10

QIAN WANG. Page 1 of 10 QIAN WANG Department of Civil, Structural and Environmental Engineering University at Buffalo, The State University of New York 231 Ketter Hall, Buffalo, NY 14260-4300 Tel: (716) 645-4365 Fax: (716) 645-3733

More information

Comprehensive Course Schedule

Comprehensive Course Schedule Comprehensive Course Schedule The following designation and certificate courses are sponsored by BOMI International and BOMA Local Associations. Note that all BOMI International courses are also available

More information

LEGACY REPORT ER-5110. www.icc-es.org. ICC Evaluation Service, Inc. Reissued November 1, 2003. Legacy report on the 1997 Uniform Building Code

LEGACY REPORT ER-5110. www.icc-es.org. ICC Evaluation Service, Inc. Reissued November 1, 2003. Legacy report on the 1997 Uniform Building Code LEGACY REPORT Reissued November 1, 2003 ICC Evaluation Service, Inc. www.icc-es.org Business/Regional Office # 5360 Workman Mill Road, Whittier, California 90601 # (562) 699-0543 Regional Office # 900

More information

Dr. Mien Jao, P.E. Professor

Dr. Mien Jao, P.E. Professor Dr. Mien Jao, P.E. Professor Education Ph.D. in Geotechnical Engineering, The Pennsylvania State University, University Park M.ENG. in Geotechnical/Structural Engineering, The Pennsylvania State University,

More information

Monobuckets and the competitiveness versus monopiles and jacket structures.

Monobuckets and the competitiveness versus monopiles and jacket structures. Monobuckets and the competitiveness versus monopiles and jacket structures. Lars Bo Ibsen, Aalborg University, Professor. Foundation concepts for offshore Wind Turbines The Universal Foundation Carbon

More information

EUROCODE 7 & POLISH PRACTICE

EUROCODE 7 & POLISH PRACTICE EUROCODE 7 & POLISH PRACTICE Implementation of Eurocode 7 in Poland Beata Gajewska Road and Bridge Research Institute In Poland the designing with limit states and partial factors was introduced in 1974.

More information

Xudong Fu. Department of Economics and Finance Southern Illinois University Edwardsville

Xudong Fu. Department of Economics and Finance Southern Illinois University Edwardsville Xudong Fu Department of Economics and Finance Southern Illinois University Edwardsville Mailing address: E-mail: xfu@siue.edu Alumni Hall 3147 Cell: (205) 239-5671 Edwardsville, IL 62026 Office: (618)

More information

Critical Facility Round Table

Critical Facility Round Table Critical Facility Round Table October 16, 2003 San Francisco Seismic Risk for Data Centers David Bonneville Senior Principal Degenkolb Engineers San Francisco, California Presentation Outline Seismic Risk

More information

How to Design Helical Piles per the 2009 International Building Code

How to Design Helical Piles per the 2009 International Building Code ABSTRACT How to Design Helical Piles per the 2009 International Building Code by Darin Willis, P.E. 1 Helical piles and anchors have been used in construction applications for more than 150 years. The

More information

REMEDIAL STRATEGIES FOR SHRINK SWELL SOILS: TEXAS EXPERIENCE

REMEDIAL STRATEGIES FOR SHRINK SWELL SOILS: TEXAS EXPERIENCE REMEDIAL STRATEGIES FOR SHRINK SWELL SOILS: TEXAS EXPERIENCE Anand Puppala, Ph.D., P.E., F. ASCE Professor & Associate Dean-Research The University of Texas at Arlington Arlington, Texas Presentation 57

More information

Seismic Analysis and Design of Steel Liquid Storage Tanks

Seismic Analysis and Design of Steel Liquid Storage Tanks Vol. 1, 005 CSA Academic Perspective 0 Seismic Analysis and Design of Steel Liquid Storage Tanks Lisa Yunxia Wang California State Polytechnic University Pomona ABSTRACT Practicing engineers face many

More information

Curriculum Vitae. ChunI Chen

Curriculum Vitae. ChunI Chen Curriculum Vitae ChunI Chen Title and Department Professor, Department of Industrial Management Director, Center of General Education Education Ph.D. in Mechanical Engineering, National Cheng Kung University,

More information

Yuanjie He. 2011- Associate Professor, Technology and Operations Management Department, California State Polytechnic University, Pomona

Yuanjie He. 2011- Associate Professor, Technology and Operations Management Department, California State Polytechnic University, Pomona Yuanjie He 3801 W. Temple Ave, Pomona, CA 91768 Office: (909) 869-2458 Technology and Operations Management Department College of Business Administration California State Polytechnic University, Pomona

More information

Paper - 4 - The relation of Micropile Diameters in case of Pressure casting and non-pressure casting (30)

Paper - 4 - The relation of Micropile Diameters in case of Pressure casting and non-pressure casting (30) Paper - 4 - Elarabi, H.; Abbas A., The relation of Micropile Diameters in case of Pressure casting and non-pressure casting,magnt Research Report (ISSN. 1444-8939), Vol.2 (2) Accepted for publication The

More information

Appendix D. Petersens Guide Listings for PhD in Public Policy

Appendix D. Petersens Guide Listings for PhD in Public Policy Appendix D Petersens Guide Listings for PhD in Public Policy Brandeis University Waltham, MA Program in Social Justice and Social Policy Claremont Graduate University Claremont, CA Department of Economics

More information

9700 South Cass Avenue, Lemont, IL 60439 URL: www.mcs.anl.gov/ fulin

9700 South Cass Avenue, Lemont, IL 60439 URL: www.mcs.anl.gov/ fulin Fu Lin Contact information Education Work experience Research interests Mathematics and Computer Science Division Phone: (630) 252-0973 Argonne National Laboratory E-mail: fulin@mcs.anl.gov 9700 South

More information

Brushless Motor Fundamentals and Why Every Section Needs A Consultants Network

Brushless Motor Fundamentals and Why Every Section Needs A Consultants Network Brushless Motor Fundamentals and Why Every Section Needs A Consultants Network by Dr. Gary L. Blank The Consultants Consultant Member-At-Large, IEEE-USA Board of Directors Chair, AICN (Alliance of IEEE

More information

FOUNDATION TECHNICAL CATEGORY 3 (TC3) AUGUST 2012

FOUNDATION TECHNICAL CATEGORY 3 (TC3) AUGUST 2012 FOUNDATION TECHNICAL CATEGORY 3 (TC3) AUGUST 2012 Building and Housing has published technical guidance for foundation repairs and reconstruction for residential properties in green zone Foundation Technical

More information

NANCY H. KAUFMAN Professor of Law Saint Louis University School of Law

NANCY H. KAUFMAN Professor of Law Saint Louis University School of Law NANCY H. KAUFMAN Professor of Law Saint Louis University School of Law 3700 Lindell Blvd. Voice: (314) 977-2794 St. Louis, MO 63108 FAX: (314) 977-3332 Mobile: (314) 363-3280 E-mail: kaufman@slu.edu PROFESSIONAL

More information

Comprehensive Course Schedule

Comprehensive Course Schedule Comprehensive Course Schedule The following designation and certificate courses are sponsored by BOMI International and BOMA Local Associations. Note that all BOMI International courses are also available

More information

BUTE Department of Construction Management and Technology

BUTE Department of Construction Management and Technology BUTE Department of Construction Management and Technology 02.10.2012 Definition 1: Foundation: The structure, that transmits the load of the building to the soil Definition 2: Load bearing soil (strata):

More information

Wen-Tai Hsu. School of Economics Office: +65-6808 5455. 90 Stamford Road wentai@umn.edu

Wen-Tai Hsu. School of Economics Office: +65-6808 5455. 90 Stamford Road wentai@umn.edu Curriculum Vitae Personal Data/Contact Information Office Address Wen-Tai Hsu June 2015 Telephone Number, Email, etc School of Economics Office: +65-6808 5455 Singapore Management University E-mail: wentaihsu@smu.edu.sg

More information

IJESRT. Scientific Journal Impact Factor: 3.449 (ISRA), Impact Factor: 2.114 [205] [Elarabi, 3(12): December, 2014] ISSN: 2277-9655

IJESRT. Scientific Journal Impact Factor: 3.449 (ISRA), Impact Factor: 2.114 [205] [Elarabi, 3(12): December, 2014] ISSN: 2277-9655 IJESRT INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY Micropiles for Structural Support Elarabi*, Abbas *Associate Professor at Building and Road Research Institute, University of

More information

EDUCATION. PhD. in Social Work Major: Social Policy Analysis Minor: Political Science. Master of Social Work Major: Direct Practice

EDUCATION. PhD. in Social Work Major: Social Policy Analysis Minor: Political Science. Master of Social Work Major: Direct Practice Bruce Dalton Department of Social Work East Tennessee State University Box 70645 Johnson City, Tennessee 37614-1702 RÉSUMÉ EDUCATION October 1995 December 1988 April 1982 Rutgers University PhD. in Social

More information

Curriculum Vitae Michael M. Zavlanos

Curriculum Vitae Michael M. Zavlanos Curriculum Vitae Michael M. Zavlanos Home Address Work Address 2114 Pine Street 3330 Walnut Street Apartment 1 Front GRASP Laboratory, Levine Hall 465 Philadelphia, PA 19103 Dept. of Electrical and Systems

More information

Post-Graduation Survey Results 2014 College of Engineering Civil Engineering Bachelor of Science

Post-Graduation Survey Results 2014 College of Engineering Civil Engineering Bachelor of Science Civil Engineering Bachelor of Science AECOM Traffic Engineer Clark Construction (3) Office Engineer (2) Washington (2) DC (2) Crown Castle Tower Structural Analyst Denver Public Schools Denver Math Fellow

More information

Chapter 4 SUBSURFACE INVESTIGATION GUIDELINES

Chapter 4 SUBSURFACE INVESTIGATION GUIDELINES Chapter 4 SUBSURFACE INVESTIGATION GUIDELINES Final SCDOT GEOTECHNICAL DESIGN MANUAL August 2008 Table of Contents Section Page 4.1 Introduction...4-1 4.2 Subsurface Investigation...4-2 4.2.1 Preliminary

More information

Donghang Zhang. Assistant Professor, Department of Finance, Moore School of Business, University of South Carolina, 08/02 05/2010

Donghang Zhang. Assistant Professor, Department of Finance, Moore School of Business, University of South Carolina, 08/02 05/2010 Donghang Zhang Associate Professor of Finance Moore School of Business, University of South Carolina Columbia, SC 29208 Phone: (803) 777-0242 E-mail: zhang@moore.sc.edu Education Ph.D. University of Florida

More information

Civil Engineering (CIV)

Civil Engineering (CIV) Civil Engineering (CIV) Major in Civil Engineering Department of Civil Engineering, College of Engineering and Applied Sciences Chairperson: Harold Walker Undergraduate Program Director: Harold Walker

More information

ME531/ME413/CE413: Foundation Analysis and Design Spring 2015

ME531/ME413/CE413: Foundation Analysis and Design Spring 2015 Instructor: Office Hours: Tuesday 3:00 PM to 5:00 PM or by appointment Office: MSEC 288 Phone: (575) 835-6447 E-mail: Class Website: mehrdad@nmt.edu http://infohost.nmt.edu/~mehrdad/foundation/ Class Schedule

More information

Micropiles Reduce Costs and Schedule for Merchant RR Bridge Rehabilitation

Micropiles Reduce Costs and Schedule for Merchant RR Bridge Rehabilitation Micropiles Reduce Costs and Schedule for Merchant RR Bridge Rehabilitation Jeff R. Hill, P.E. Hayward Baker Inc. 111 W. Port Plaza Drive Suite 600 St. Louis, MO 63146 314-542-3040 JRHill@HaywardBaker.com

More information

HELICAL SCREW PILES (HSP) CAPACITY FOR AXIAL CYCLIC LOADINGS IN COHESIVE SOILS

HELICAL SCREW PILES (HSP) CAPACITY FOR AXIAL CYCLIC LOADINGS IN COHESIVE SOILS 4 th International Conference on Earthquake Geotechnical Engineering June 25-28, 27 Paper No. 1567 HELICAL SCREW PILES (HSP) CAPACITY FOR AXIAL CYCLIC LOADINGS IN COHESIVE SOILS M. Hesham EL NAGGAR 1,

More information

Work Type Definition and Submittal Requirements

Work Type Definition and Submittal Requirements Work Type: Geotechnical Studies Soils Analysis & Recommendations The first section, Work Type Definition, provides a detailed explanation of the work type. The second section, Work Type Submittal Requirements,

More information

Richard D. Robbins North Carolina A&T State University Greensboro, North Carolina 27411. E-Mail: robbinsr@ncat.edu

Richard D. Robbins North Carolina A&T State University Greensboro, North Carolina 27411. E-Mail: robbinsr@ncat.edu Richard D. Robbins North Carolina A&T State University Greensboro, North Carolina 27411 E-Mail: robbinsr@ncat.edu EDUCATION B. S., Agricultural Economics, North Carolina Agricultural and Technical State

More information

CURRICULUM VITA: February 2006. Steven Grenadier

CURRICULUM VITA: February 2006. Steven Grenadier CURRICULUM VITA: February 2006 Steven Grenadier Graduate School of Business Stanford University Stanford, CA 94305 Tel: (650) 725-0706 Fax: (650) 725-6152 CURRENT POSITIONS William F. Sharpe Professor

More information

Performance-based Evaluation of the Seismic Response of Bridges with Foundations Designed to Uplift

Performance-based Evaluation of the Seismic Response of Bridges with Foundations Designed to Uplift Performance-based Evaluation of the Seismic Response of Bridges with Foundations Designed to Uplift Marios Panagiotou Assistant Professor, University of California, Berkeley Acknowledgments Pacific Earthquake

More information

EVALUATING INSTALLATION DISTURBANCE OF HELICAL ANCHORS IN CLAY FROM FIELD VANE TESTS

EVALUATING INSTALLATION DISTURBANCE OF HELICAL ANCHORS IN CLAY FROM FIELD VANE TESTS EVALUATING INSTALLATION DISTURBANCE OF HELICAL ANCHORS IN CLAY FROM FIELD VANE TESTS Alan J. Lutenegger, John Erikson and Nicholas Williams, Department of Civil & Environmental Engineering, University

More information

COSMOS 2012: Earthquakes in Action COSMOS 2012

COSMOS 2012: Earthquakes in Action COSMOS 2012 COSMOS 2012 What is SFSI and why is it important? Soil issues in Earthquakes Structures where SFSI important Retaining structures (lateral earth pressure) Foundations (spread and pile footings, bearing

More information

Engineered, Time-Tested Foundation Repairs for Settlement in Residential and Light Commercial Structures. The Leading Edge.

Engineered, Time-Tested Foundation Repairs for Settlement in Residential and Light Commercial Structures. The Leading Edge. TM TM Engineered, Time-Tested Foundation Repairs for Settlement in Residential and Light Commercial Structures. SM The Leading Edge. 10 One Major Causes of foundation settlement or more conditions may

More information

CURRICULUM VITAE BUSINESS INFORMATION: Email: ssokol@faarconsulting.net Website: www.faarconsulting.net

CURRICULUM VITAE BUSINESS INFORMATION: Email: ssokol@faarconsulting.net Website: www.faarconsulting.net CURRICULUM VITAE BUSINESS INFORMATION: Office Address: 11620 Arbor Street, Suite 202, Omaha, NE 68144 Office Phone: 402-572-9164 Email: ssokol@faarconsulting.net Website: www.faarconsulting.net EDUCATIONAL

More information

How To Teach Economics

How To Teach Economics YONG CHAO College of Business Phone: (626) 230-5198 University of Louisville E-mail: yongchao.usa@gmail.com Louisville, Kentucky 40292 Web: http://yongchao.us ACADEMIA APPOINTMENT 2010 ~ Present Assistant

More information

June Zhang (Zhong-Ju Zhang)

June Zhang (Zhong-Ju Zhang) (Zhong-Ju Zhang) Carnegie Mellon University Dept. Electrical and Computer Engineering, 5000 Forbes Ave. Pittsburgh, PA 15213 Phone: 678-899-2492 E-Mail: junez@andrew.cmu.edu http://users.ece.cmu.edu/~junez

More information

Washington University, Olin Business School

Washington University, Olin Business School ADINA D. STERLING Olin Business School, Washington University in St. Louis, Campus Box 1133, St. Louis, MO 63130 Email: sterling@wustl.edu, Web: www.adinadsterling.com, Phone: (314) 935-4198, Fax: (314)

More information

Graduate School Rankings By U.S. News & World Report: ELECTRICAL/ELECTRONIC ENGINEERING

Graduate School Rankings By U.S. News & World Report: ELECTRICAL/ELECTRONIC ENGINEERING Rank Universities Score 2 University of Illinois, Urbana-Champaign 4.7 3 University of Michigan, Ann Arbor 4.4 4 University of Texas, Austin 4.2 5 Purdue University, West Lafayette 4.1 6 University of

More information

Graduate School Rankings By U.S. News & World Report: MECHANICAL ENGINEERING

Graduate School Rankings By U.S. News & World Report: MECHANICAL ENGINEERING Rank Universities Score 1 University of California, Berkeley 4.8 4 Purdue University, West Lafayette 4.2 6 University of Minnesota, Twin Cities 3.9 7 Penn State University, University Park 3.8 7 Texas

More information

HA THU LE. Biography EDUCATION

HA THU LE. Biography EDUCATION HA THU LE Electrical and Computer Engineering California State Polytechnic University Pomona 3801 West Temple Ave, Pomona, CA 91768, USA Office: 9-413, Tel: (909) 869 2523, Email: hatle@cpp.edu Biography

More information

Advisors: Reginald DesRoches, Associate Professor and Associate Chair Roberto T. Leon, Professor

Advisors: Reginald DesRoches, Associate Professor and Associate Chair Roberto T. Leon, Professor MONIQUE C. HITE Zachry Department of Civil Engineering Texas A&M University CE/TTI 705-J 3136 TAMU College Station, TX 77843-3136 Phone: (979) 862-5687 FAX: (979) 845-6554 Email: HUmhite@civil.tamu.eduU

More information

RESUME. Denise de La Rue Phone: 404-875-1313 150 E. Ponce de Leon Avenue Suite 300 FAX: 404-348-0172 Decatur, GA 30030 denise@denisedelarue.

RESUME. Denise de La Rue Phone: 404-875-1313 150 E. Ponce de Leon Avenue Suite 300 FAX: 404-348-0172 Decatur, GA 30030 denise@denisedelarue. RESUME Denise de La Rue Phone: 404-875-1313 150 E. Ponce de Leon Avenue Suite 300 FAX: 404-348-0172 Decatur, GA 30030 E-Mail: denise@denisedelarue.com JURY AND TRIAL CONSULTANT Consultant to civil and

More information

NAAB-Accredited Architecture Programs in the United States

NAAB-Accredited Architecture Programs in the United States NAAB-Accredited Architecture Programs in the United States ALABAMA Auburn University College of Architecture, Design & Construction Auburn University, AL www.cadc.auburn.edu/soa/ Tuskegee University College

More information