Armed Forces Medical College, Dhaka, Bangladesh
8 Storied Academic Building.
Structural and Foundation Design
Kew Garden Intersection Phase I in Queens, New York
Structural Design of Approach Embankment on VWE with MSE wall.
Three Storied Curved Driving Range at Kurmitola Golf Club in Dhaka, Bangladesh
Structural and Foundation Design with Tension Soil Anchorage at Rear Column Footings
Kew Garden Intersection in Queens, New York
Geotechnical Investigation Programming and Execution along with Geotechnical Analysis and Soil Properties Evaluation for Reconstruction of All Ramps and VWE Mainline.
Kew Garden Intersection in Queens, New York
Structural Design of Retaining Wall with Steel Soldier Piles and RCC Lagging with Tie Backs while an Existing Retaining Wall above it needed retrofitting with tie backs and micro piles.
703 W 171st Street, Manhattan, New York
Structural and Foundation design of a 10 storied residential building.
Two Storied Residential Building in Hidia, Jessore, Bangladesh
Architectural, Structural, and Foundation Design.
One Willett Avenue, Port Chester, New York
Retractable Fabric Roof - Systems including
Structural and Foundation Design.
Video Courtesy: Retractable Roof
Willis Avenue Bridge, NYC, New York
The most Costly bridge of NYC DOT. Replacement of old bridge keeping 2 lanes active all the time. Staged Construction.
Design of foundations and all geotechnical structures. Design included: Drilled shafts up 5 feet diameter, Small diameter bored-in-piles, Abutments and Bulkheads, Permanent and Temporary Soldier Piles and Lagging walls, Sheet pile walls, Tie backs, MSE and GRES walls, Soil and Rock anchors, Micro Tunneling, T-walls, FRP fender piles. Analyses included: Settlement analysis of drilled shafts, piles, and walls, Lateral analysis of piles and sheet piles, drilled shafts, FB-Pier analysis of piers, Deformation analysis of MSE and GRES walls, Shear and stability analyses of the embankments for staged constructions.
Started with sub-soil investigation and analysis of geotechnical properties of soil and rock; and ended as a Geotechnical Lead with construction support services, construction inspection with PDA, Video inspection of drilled shafts, Sonic Logging tests of drilled shafts, Osterberg tests of drilled shafts, Static pile tests, Crosshole sonic tests.
Route 36 Bridge over Shrewsbury River in Highlands, New Jersey
Geotechnical Investigation program and execution. Sub-soil parameters analysis. Design of Shallow and Deep foundations with Cylindrical concrete piles of 54 inch diameter. Settlement and Lateral load analysis of piles. Drivability analysis of the hollow piles. Design of Earth Support systems, Construction support services.
World War Memorial Bridge over Great Egg Harbor
The old name of the 2.5 miles long bridge is Route 52 Causeway from Somers Point to Ocean City in New Jersey.
Geotechnical Investigation and Analysis to find design soil parameters. Design of Pile Foundations with precast prestressed concrete piles, Analysis of Settlements, Lateral load analysis, Pile drivability analysis, Design of cofferdams, Construction support services, PDA testing, inclinometer testing of soil movements, and settlement observations.
Two storied office building with basement and attic
New construction at 66 Route 27 Lincoln Highway in Edison, New Jersey. The project is under construction.
HEC performed the structural and geotechnical designs.
Stony Brook University Hospital Pediatric Education
Three Storied extension on Parking deck keeping the lower level parking lot active an to be unchanged. The project is in the design phase. HEC performed the geotechnical designs.
2 City Island Avenue, City Island, Bronx, NY
Retractable Fabric Roof and Glazed windows
Systems including Structural and Foundation Design.
Video Courtesy: Retractable Roof