Dilip Choudhuri

Dilip Choudhuri

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President & CEO
Houston, Texas, United States

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Résumé

Jobs verified_user 0% verified
  • Walter P Moore
    President & CEO
    Walter P Moore
    Jan 2015 - Current (11 years 5 months)
  • Walter P Moore
    Executive Director - Diagnostics
    Walter P Moore
    Jan 2009 - Dec 2014 (6 years)
    Since joining Walter P Moore in 2001, and becoming Executive Director in 2009, we’ve grown our Diagnostics Group from a team of 12 to a group of about 50. We have also significantly bolstered our four practice areas of Building Enclosure, Forensic Analysis, Parking Restoration and Restoration & Renovation. Our specialty offerings under these four practice areas include Non-Destructive Evaluation, Fiber Reinforced Polymer Strengthening, Vibration Consulting, Corrosion Consulting, and Structural Health Monitoring. I am very active on our Board of Directors and have served on all four of our standing board committees, including the Executive Committee for the last three years. I am a past-President of the Houston Chapter of ICRI, and have a
  • Walter P Moore
    Senior Principal
    Walter P Moore
    Dec 2001 - Dec 2014 (13 years 1 month)
  • E
    Senior Engineer
    Exponent
    Jan 2000 - Dec 2001 (2 years)
  • K
    Senior Engineer
    Kars Advanced Materials
    Jan 1994 - Dec 2000 (7 years)
  • T
    Graduate Engineer
    TVGA
    Jan 1993 - Dec 1994 (2 years)
Education verified_user 0% verified
  • University at Buffalo
    M.S. / M.Eng, Structural Engineering / Engg. Management
    University at Buffalo
    Jan 1990 - Dec 1994 (5 years)
  • Manipal Institute of Technology
    B.E, Engineering
    Manipal Institute of Technology
    Jan 1985 - Dec 1989 (5 years)
Projects (professional or personal) verified_user 0% verified
  • S
    Structural Health Monitoring of 12-Story Brick Veneer Facade
    Structural health monitoring for movements in distressed brick veneer facade elements in a 12-story building in Texas over a 3 year period.
Publications verified_user 0% verified
  • C
    Restoration of Concrete Cooling Towers Damaged by Reinforcing Steel Corrosion
    Cooling Tower Institute CTI Conference
    Feb 2014
    Two reinforced concrete hyperbolic cooling towers built in the 1980s and exhibiting significant amounts of deterioration due to reinforcing steel corrosion were repaired at a fraction of the cost of a complete replacement. In addition, an impressed current cathodic protection system was installed to prevent further corrosion of the reinforcing steel, extending the life expectancy of the structures by 25 years. Due to the size of the structures and the extent of the deterioration, large quantities of repair materials were needed to restore the cooling towers. A total surface area of approximately 271,000 square feet of the concrete veils required partial concrete depth repairs involving 19,000,000 pounds of shotcrete. In addition, approxi
  • E
    Vibration Testing and Evaluation of Criteria for Specialized Facilities from Phosphate Mines to Vivariums: A Series of K
    Experimental Vibration Analysis for Civil Engineering Structures EVACES Proceedings
    Oct 2013
    The increased density of modern development and the expanded roles of building reuse and redevelopment have led to ever greater vibration control challenges as incompatible land and building uses are placed adjacent to one another and vibration sensitive uses are placed into structures which were not designed to meet the required criteria. The objective of this paper is to present three resent case studies which represent the diversity of the vibration challenges in our modern infrastructure. These case studies will present the testing methodologies and limit criteria used by the authors to address these challenges and well as the mitigation techniques developed as applicable.
  • S
    FRP Retrofit Solutions: Critical Issues for Peer Review
    Structure Magazine
    Jan 2008
  • P
    An Introductory Study on Void Detection Inside Internal Polymeric Post-Tension Ducts Using Ground Penetrating Radar
    PTI Journal May Vo No PostTensioning Institute
    May 2005
    This paper is unique as it discusses the application of Ground Penetrating Radar (GPR) as a non-destructive technique to inspect for the presence of voids in grouted polymeric post-tensioning ducts as applicable to segmental bridge construction.
  • A
    Structural Failure of a Precast Double Tee Beam System
    ASCE Structural Congress
  • C
    Case Study: Evaluation and Repair of ASR Deterioration in Concrete Bridge Beams
    Concrete Institute Special Publication
  • S
    Evaluation and Repair of Fire-Damaged Buildings
    Structure Magazine
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