SRINAKRIN WIROJ UNIVERSITY UG CAR PARK — Civil Works CARPARK.pdf · Construction of bored pile...

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SRINAKRIN WIROJ UNIVERSITY UG CAR PARK — Civil Works Object Construction of a 2 level underground car park under a football field. Project Description Construction of bored pile foundations, diaphragm walls and deep excavation works for 2 level base- ments and football field on top. Owner Srinakrin Wiroj University Architects & Engineers Krunthep Tanakom Co., Ltd. (Designer) Plan Consultants Co., Ltd. Kumjornkit Construction Co., Ltd. (MC) Project Schedule 2008-2010 Construction Method • Bored piling and diaphragm walling • Deep excavation to –7.3m with diaphragm walls using top-down construction method Construction Details Foundation bored pile: φ0.60mx18.5m = 508 Diaphragm walls; 7,664 sq.m. (0.60m thick x 16m deep) Excavation volume: 102,000 cu.m Basement floor: 36,000 sqm Concrete volume: 39,624 cu.m Reinforcement: 4,218 tons Subsoil Conditions Soft clay: 2.0-14.5m Medium clay: 14.5-17.0m Stiff clay: 17.0-22.0m Hard clay: 22.0-41.5m Sand: 41.5-46.0m Hard clay: 46.0-49.0m Dense sand: 49.0-60.0m REFERENCES: • Substructure works in progress. Layout of the project (Courtesy of the Designer) Excavation with diaphragm wall using top-down construction method for base- ment construction. No. 144, Prayasuren Road, Bangchan, Khlong Sam Wah, Bagkok 10510, Thailand. Tel. (662) 919-0090 to 97, Fax. (662) 919-0098, 518-3088. Email: [email protected], Homepage: www.seafco.co.th.

Transcript of SRINAKRIN WIROJ UNIVERSITY UG CAR PARK — Civil Works CARPARK.pdf · Construction of bored pile...

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SRINAKRIN WIROJ UNIVERSITY

UG CAR PARK — Civil Works

Object Construction of a 2 level underground car park under a football field.

Project Description Construction of bored pile foundations, diaphragm walls and deep excavation works for 2 level base-ments and football field on top.

Owner Srinakrin Wiroj University

Architects & Engineers Krunthep Tanakom Co., Ltd. (Designer) Plan Consultants Co., Ltd. Kumjornkit Construction Co., Ltd. (MC)

Project Schedule 2008-2010

Construction Method • Bored piling and diaphragm walling

• Deep excavation to –7.3m with diaphragm walls using top-down construction method

Construction Details Foundation bored pile: φ0.60mx18.5m = 508 Diaphragm walls; 7,664 sq.m. (0.60m thick x 16m deep) Excavation volume: 102,000 cu.m Basement floor: 36,000 sqm Concrete volume: 39,624 cu.m Reinforcement: 4,218 tons

Subsoil Conditions Soft clay: 2.0-14.5m Medium clay: 14.5-17.0m Stiff clay: 17.0-22.0m Hard clay: 22.0-41.5m Sand: 41.5-46.0m Hard clay: 46.0-49.0m Dense sand: 49.0-60.0m

REFERENCES:

•

Substructure works in progress.

Layout of the project (Courtesy of the Designer)

Excavation with diaphragm wall using top-down construction method for base-ment construction.

No. 144, Prayasuren Road, Bangchan, Khlong Sam Wah, Bagkok 10510, Thailand. Tel. (662) 919-0090 to 97, Fax. (662) 919-0098, 518-3088. Email: [email protected], Homepage: www.seafco.co.th.

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