Pacific Beacon
The building is situated in Seismic Zone 4 area in San Diego, California. RCC Framing (RCC Columns, flat Plate slabs) support the gravity loads while Special Shear Walls resist Lateral Loads. A Pile Cap Foundation was adopted.
| Stories | Two (2) x G + 17 |
| Built-up Area (sft.) | 600,000 |
| Height (ft.) | 200 |
| Services | Structural Design & Construction Drawings |
Business Hub
An essentially complete RCC frame (RCC Columns, flat slabs with drop panels) provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Raft Foundation was adopted.
| Stories | 2B + G + 7 |
| Built-up Area (sft.) | 670,000 |
| Height (ft.) | 115 |
| Services | Structural Design & Construction Drawings |
One Destination
An essentially complete RCC frame (RCC Columns, flat slabs with drop panels) provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Raft Foundation was adopted.
| Stories | G + 5 |
| Built-up Area (sft.) | 230,000 |
| Height (ft.) | 85 |
| Services | Structural Design & Construction Drawings |
DIGI Campus
A technology park consisting of 5 blocks was designed as an RCC frame RCC Columns, flat slabs with drop panels) which provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Raft Foundation was adopted.
| Stories | 1B + G + 8 |
| Built-up Area (sft.) | 750,000 |
| Height (ft.) | 120 |
| Services | Structural Design & Construction Drawings |
METRO Cash and Carry
RCC Frame structure (RCC Columns, flat slabs with drop panels) provides support for gravity and lateral loads. Housing a state-of-the-art cash and carry store, a Pre-Engineered Building structure was also designed. The building rested on spread foundations.
| Stories | 1B + G + 3 |
| Built-up Area (sft.) | 350,000 |
| Height (ft.) | 40 |
| Services | Structural Design & Construction Drawings |
MS Tower
An essentially complete RCC frame (RCC Columns, flat slabs with drop panels) provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Raft Foundation was adopted.
| Stories | 2B + G + 9 |
| Built-up Area (sft.) | 70,000 |
| Height (ft.) | 120 |
| Services | Structural Design & Construction Drawings |
Courtyard by Marriot
A hotel building designed as an essentially complete RCC frame (RCC Columns, flat slabs with drop panels) which provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Raft Foundation was adopted.
| Stories | 3B + G + 10 |
| Built-up Area (sft.) | 380,000 |
| Height (ft.) | 150 |
| Services | Structural Design & Construction Drawings |
Sky Park One
This is a commercial and residential building design as an essentially complete RCC frame (RCC Columns, flat slabs with drop panels) provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Raft Foundation was adopted.
| Stories | 3B + G + 11 |
| Built-up Area (sft.) | 450,000 |
| Height (ft.) | 160 |
| Services | Structural Design & Construction Drawings |
The Grid
An essentially complete RCC frame (RCC Columns, flat slabs with drop panels) provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Raft Foundation was adopted for this multi-story commercial and residential building.
| Stories | 4B + G + 17 |
| Built-up Area (sft.) | 500,000 |
| Height (ft.) | 270 |
| Services | Structural Design & Construction Drawings |
Mall of Arabia
An essentially complete RCC frame (RCC Columns, flat slabs with drop panels) provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Raft Foundation was adopted for this multi-story commercial and office building.
| Stories | 4B + G + 15 |
| Built-up Area (sft.) | 790,000 |
| Height (ft.) | 275 |
| Services | Structural Design & Construction Drawings |
Downtown Mall
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted.
| Stories | 4B + G + 16 |
| Built-up Area (sft.) | 200,000 |
| Height (ft.) | 200 |
| Services | Structural Design & Construction Drawings |
Islamabad Stock Exchange
Independent third-party verification of design drawings and ETABS model for structural integrity in accordance with applicable building codes and standards.
| Stories | 4B + G + 20 |
| Built-up Area (sft.) | 400,000 |
| Height (ft.) | 250 |
| Services | Structural Design Vetting |
Life style Residency
Independent third-party verification of design drawings and ETABS model for structural integrity in accordance with applicable building codes and standards.
| Stories | 3B + G + 19 |
| Built-up Area (sft.) | 6,300,000 |
| Height (ft.) | 250 |
| Services | Structural Design Vetting |
Tricon Corporate Centre
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted. RCC Outriggers were employed at 4th Floor and Roof in order to reduce storey drift in earthquake.
| Stories | 5B + G + 20 |
| Built-up Area (sft.) | 500,000 |
| Height (ft.) | 250 |
| Services | Structural Design & Construction Drawings |
Benevolent Fund Tower
Independent third-party verification of design drawings and ETABS model for structural integrity in accordance with applicable building codes and standards.
| Stories | 6B + G + 26 |
| Built-up Area (sft.) | 500,000 |
| Height (ft.) | 320 |
| Services | Structural Design Vetting |
Ufone Tower
Independent third-party verification of design drawings and ETABS model for structural integrity in accordance with applicable building codes and standards.
| Stories | 5B + G + 27 |
| Built-up Area (sft.) | 600,000 |
| Height (ft.) | 330 |
| Services | Structural Design Vetting |
Pace Tower
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted. RCC Outriggers were employed at 4th Floor and Roof.
| Stories | 5B + G + 23 |
| Built-up Area (sft.) | 500,000 |
| Height (ft.) | 280 |
| Services | Structural Design & Construction Drawings |
Ali Tower
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted.
| Stories | 5B + G + 15 |
| Built-up Area (sft.) | 240,000 |
| Height (ft.) | 180 |
| Services | Structural Design & Construction Drawings |
AJ Towers
An essentially complete RCC frame (RCC Columns, flat slabs with drop panels) provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. Two mixed-use towers connected with a 100 ft. long steel truss bridge. A Raft Foundation was adopted.
| Stories | 3B + G + 16 |
| Built-up Area (sft.) | 560,000 |
| Height (ft.) | 220 |
| Services | Structural Design & Construction Drawings |
Ali Trade Centre
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft
Foundation was adopted.
| Stories | 5B + G + 24 |
| Built-up Area (sft.) | 400,000 |
| Height (ft.) | 300 |
| Services | Structural Design & Construction Drawings |
Hilton Hotel
A commercial and hotel high-rise development. Designed as an essentially complete RCC frame (RCC Columns, flat slabs with drop panels) which provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Piled Raft Foundation was adopted.
| Stories | 3B + G + 25 |
| Built-up Area (sft.) | 600,000 |
| Height (ft.) | 390 |
| Services | Structural Design & Construction Drawings |
Golf Floras II
A development consisting of two high-rise residential towers. An essentially complete RCC frame (RCC Columns, flat slabs with drop panels) provides support for gravity loads is provided. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Piled Raft Foundation was adopted.
| Stories | 3B + G + 29 |
| Built-up Area (sft.) | 1,100,000 |
| Height (ft.) | 350 |
| Services | Structural Design & Construction Drawings |
Imarat Residence I
Three high-rise residential towers consisting of RCC Dual System consisting of Special Structural Walls and Special Moment Resisting Frame capable of resisting at least 25% of the lateral load. RCC Outriggers were employed at 18th, 20th and 22nd Floors. A Piled Raft foundation system is adopted.
| Stories | 2B + G + 29 |
| Built-up Area (sft.) | 1,000,000 |
| Height (ft.) | 400 |
| Services | Structural Design & Construction Drawings |
Park Lane Tower
A mixed-used high-rise designed as an RCC Frame with Dual System consisting of Special Structural Walls and Special Moment Resisting Frame capable of resisting at least 25% of the lateral load. Resistance to gravity loads provided by RCC columns with drop panels. RCC Outriggers were employed at 5th Floor to control lateral drift in seismic and wind conditions. The outriggers also serve as transfer structures for modified framing in upper floors. A Piled Raft foundation system is adopted.
| Stories | 4B + G + 29 |
| Built-up Area (sft.) | 925,000 |
| Height (ft.) | 430 |
| Services | Structural Design & Construction Drawings |
Gold Crest, Block 25
A residential high-rise structure designed as an RCC Frame with Dual System consisting of Special Structural Walls and Special Moment Resisting Frame capable of resisting at least 25% of the lateral load. Resistance to gravity loads provided by RCC columns with drop panels. RCC Outriggers were employed at 13th Floor and 30th floor to control lateral drift in seismic and wind conditions. A Piled Raft foundation system is adopted.
| Stories | 6B + G + 39 |
| Built-up Area (sft.) | 600,000 |
| Height (ft.) | 450 |
| Services | Structural Design & Construction Drawings |
The Centaurus, Tower D
A mixed-used high-rise designed as an RCC Frame with Dual System consisting of Special Structural Walls and Special Moment Resisting Frame capable of resisting at least 25% of the lateral load. Resistance to gravity loads provided by RCC columns with drop panels. RCC Outriggers were employed at 5th Floor and 24th floor to control lateral drift in seismic and wind conditions. The outriggers also serve as transfer structures for modified framing in upper floors. A Piled Raft foundation system is adopted.
| Stories | 5B + G + 30 |
| Built-up Area (sft.) | 1,500,000 |
| Height (ft.) | 500 |
| Services | Structural Design & Construction Drawings |
Yanbu Export Refinery Redundant Supply Line Shoring Works Package
Micropiles and pre-stressed ground anchors
| Excavation Depth (ft.) | 56 |
The Skyscraper (United Tower) Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ comprising of 24” dia soldier piles supported laterally by steel struts of varying dia and thickness at capping beam level
| Excavation Depth (ft.) | 35 |
| Perimeter (ft) | 560 |
Riyadh Metro, Line 4, Elevated Station 4B1
Geotechnical design for shoring and excavation system
PEC Regional Office Building Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by two levels of steel struts of varying dia and thickness at capping beam and waler beam levels
| Excavation Depth (ft.) | 40 |
| Perimeter (ft) | 560 |
Pace Tower Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24" dia soldier piles and three (3) rows of pre-stressed ground anchors
| Excavation Depth (ft.) | 60 |
| Perimeter (ft) | 770 |
Pace Circle Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24" dia soldier piles and three (3) rows of pre-stressed ground anchors
| Excavation Depth (ft.) | 52 |
| Perimeter (ft) | 1750 |
National College of Arts, Graduate Block, Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by two levels of steel struts of varying dia and thickness at capping beam and waler beam levels
| Excavation Depth (ft.) | 35 |
| Perimeter (ft) | 638 |
MS Tower Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ comprising of 24” dia soldier piles supported laterally by steel struts of varying dia and thickness at capping beam level
| Excavation Depth (ft.) | 25 |
| Perimeter (ft) | 390 |
Mint Properties Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by steel struts of varying dia and thickness at capping beam level
| Excavation Depth (ft.) | 25 |
| Perimeter (ft) | 560 |
Mabarak Center Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24" dia soldier piles and three (3) rows of pre-stressed ground anchors
| Excavation Depth (ft.) | 60 |
| Perimeter (ft) | 2,716 |
King Faisal Hospital Service Tunnel Shoring System
Soil nail wall and ground anchors
| Excavation Depth (ft.) | 56 |
Gulmohar Manzil Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by two levels of steel struts of varying dia and thickness
| Excavation Depth (ft.) | 37 |
| Perimeter (ft) | 560 |
Gulberg Hotel Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by steel struts of varying dia and thickness at capping beam level
| Excavation Depth (ft.) | 35 |
| Perimeter (ft) | 390 |
Golf View Rumanza Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by steel struts of varying dia and thickness at capping beam level and two levels of pre-stressed ground anchors
| Excavation Depth (ft.) | 40 |
| Perimeter (ft) | 410 |
Downtown Mall Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by two levels of steel struts of varying dia and thickness at capping beam and waler beam levels
| Excavation Depth (ft.) | 47 |
| Perimeter (ft) | 560 |
Doha Live, Shoring Works, Qatar
Design Review of Shoring System, and
Alternative Design using Nailed Wall System
Centaurus Mall Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24" dia soldier piles and three (3) rows of pre-stressed ground anchors
| Excavation Depth (ft.) | 56 |
| Perimeter (ft) | 1,635 |
Benevolent Fund Tower Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ secant piles with one (1) row of pre-stresses ground anchors and two levels of steel struts of varying dia and thickness at capping beam and waler beam levels
| Excavation Depth (ft.) | 80 |
| Perimeter (ft) | 790 |
Ali Trade Center Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24" dia soldier piles and three (3) rows of pre-stressed ground anchors
| Excavation Depth (ft.) | 59 |
| Perimeter (ft) | 655 |
Ali Tower Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by two levels of steel struts of varying dia and thickness at capping beam and waler beam levels
| Excavation Depth (ft.) | 35 |
| Perimeter (ft) | 390 |
160P Office Building Shoring Works Package
160P Office Building Shoring Works Package
| Excavation Depth (ft.) | 35 |
| Perimeter (ft) | 390 |
Indigo Apartments Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by steel struts of varying dia and thickness at capping beam level
| Excavation Depth (ft.) | 25 |
| Perimeter (ft) | 560 |
Naqi Mall Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by two levels of steel struts of varying dia and thickness at capping beam and waler beam levels
| Excavation Depth (ft.) | 40 |
| Perimeter (ft) | 1050 |