![]() |
||||||||||||||||
Project Experience | ||||||||||||||||
![]() |
||||||||||||||||
Profile/Home Page
|
||||||||||||||||
![]() |
![]() |
|||||||||||||||
Biography/Education
|
||||||||||||||||
![]() |
||||||||||||||||
|
||||||||||||||||
![]() |
||||||||||||||||
|
||||||||||||||||
![]() |
||||||||||||||||
|
||||||||||||||||
![]() |
||||||||||||||||
|
||||||||||||||||
The following is a listing of a few of the hundreds of foundation projects that he has worked on: Petrozuata VEHOP Venezuela Extra Heavy Oil Project, Jose, Venezuela, 1998 - 1999 Design, field testing, hammer selection, wave equation analyses, lateral load analyses, pile evaluation and approval of 36" O.D. concrete cylinder piles for barge wharf and 54" O.D. concrete cylinder piles for jetty trestle and offshore loading platform; drivability study and lateral load evaluation of 36" O.D. steel anchor piles for single buoy mooring system; used PDA data and soil freeze evaluations to establish reasonable and safe pile driving criteria. ENRON ECO ELECTRICA LNG Project, Ponce, Puerto Rico, 1998 - 1999 Design, field testing, lateral load evaluation, wave equation analyses, evaluation and approval for LNG pipe line trestle and loading platform. Piles were 54" O.D. and 66" O.D. concrete cylinder piles. Evaluation of lateral capacity and drivability analysis of 96" O.D. x 131 feet to 171 feet long mono-piles for mooring dolphins and breasting dolphins. Evaluation of PDA data to confirm lateral capacity of the mono-piles. U.S. Navy Submarine Wharf, Pearl Harbor, Hawaii, 1996 - 1997 Pre-bid study which led to an average 60 feet reduction in the originally designed pile lengths. This led to significant savings for the Navy on the project. These reduced pile lengths were confirmed by field testing including PDA dynamic testing and static load testing. My work included the original pre-bid study, field testing, wave equation analyses, pile drivability studies, and evaluation of the field testing results. Ju'Aymah LPG Trestle, Saudi Arabia - on site 18 months Raymond Saudi Arabia, Ltd., Chief Foundation Engineer Supervised civil engineers and drafters on site for all field civil engineering and geotechnical engineering work by Raymond Saudi Arabia Ltd. for Aramco's LPG trestle project at Ju'Aymah. As technical representative on site, inspected, designed, and approved all foundation engineering aspects of the trestle construction. Work assignments included:
Polk County Parkway, Lakeland, Florida Drawing soil boring profiles to evaluate soil conditions; settlement calculations of embankments; check designs of MSE walls and temporary Hillfacker walls; mapping and evaluating extensive slime pit deposits; design of wick drains and surcharge system to stabilize embankment fills over extensive, deep, slime deposits; pile tip elevation predictions based on soil boring data. Mass Rapid Transit System, Honolulu, Hawaii Re-design of pile and pier foundations for 17 mile alignment. Megaland Resort Development, Mazatlan, Mexico Design of 25 ft. high PVC plastic bulkhead 13,000 ft. long. U.S. Navy Home Port, Ingleside, Texas Pre-bid studies, pile drivability studies, pile foundation re-design, field dynamic monitoring, conducted load test program, developed pile driving criteria, evaluated driven piles and approved piles for construction. U.S. Naval Air Station, Pensacola, Florida Pile dynamic monitoring program, conducted pile load tests, developed pile driving criteria. Waterford Harbor, Clear Lake, Texas Slope stability studies, pile lateral analyses, 11,000 foot bulkhead, soil compaction evaluation. Commonwealth Subdivision, Sugar Land, Texas Culvert supported bridge design, flood control levees, slab foundations, soil compaction recommendations. China Steel Corporation, Steel Mill, Kaohsiung, Taiwan Pile load test program, pile driving criteria. Total of over 60,000 Raymond Step Taper piles (see Technical Publications). Stella Crossing Bridge, Tauranga Harbor, New Zealand Solved contractors' problem where pile foundations settled 6". Warren Petroleum Company Terminal, Galena Park, Texas Soils exploration program, dredging studies, levee designs, bulkhead repair design, pile foundation design. Marina Center, Singapore Pile load tests, pile driving criteria, 9000 piles. Bahrain Causeway, Saudi Arabia Pre-bid studies, conceptual design, pile drivability study, concrete Process Facility, Michigan Wisconsin Pipeline Co., Grand Chenior, LA Soil borings, pile foundation design, load tests. Pointe-a-Pierre Harbor, Texaco, Trinidad - Analysis and design of Pusri Fertilizer Factory, Palenbang, Indonesia - Pile foundations, pile Amoco Chemical Plant, Charleston, South Carolina - Pile load tests, lateral, group. Alsea Bay Bridge, Waldport, Oregon - Pile dynamic monitoring and pile driving criteria. Marine Terminal, Rabigh, Saudi Arabia - Pile foundations, slopes. NSC Steel Mill, Iligan, Mindanao, Philippines - Pile foundations, Jamuna River Transmission Line Crossing - 24' diameter caissons, Western LNG Terminal, Point Conception, California - Offshore Ring Road and Wharves, Lagos, Nigeria - Pile foundations and bulkheads. Port Development, Guagaquil, Equador - Pile foundations, slope Columbia LNG Terminal, Cove Point, Maryland - Cylinder pile foundation. Offshore Platform, Maui, New Zealand - Pile drivability study. Iwaki Platform, Exxon - Pile drivability study. Roy S. Nelson Power Plant, West Lake, Louisiana - Pile load tests. Thermo Electric Power Plant, Porto Tolle, Italy - Pile foundations. Janply Plywood Factory, Greenville, Liberia - Soil borings, earth Lake Chautaugua Bridge, Stow, New York - Concrete cylinder piles. |
||||||||||||||||
|
||||||||||||||||