A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Foundation Underpinning with Mini-Piles: ``A First'' in Guyana, South America
In 1994, USAID provided funding to the Sisters of Mercy of the Americas for construction of a three-story expansion to the St. Joseph's Mercy Hospital in Georgetown, Guyana, South America. Subsurface conditions consist of approximately 16.5 m of very soft to soft marine clay overlying stiff to very stiff clays. The foundation system employed was a soil-supported, monolithically-cast, reinforced concrete mat foundation with down-turned beams arranged in a grid pattern below the mat. Damaging building settlement occurred within the first few years after completion of construction. In 1997, investigations were conducted to identify the cause of the on-going building settlement, and a remedial foundation design was subsequently developed. Foundation underpinning was performed in 2000, and consisted of installation of 102 grouted mini-piles (approximately 15 cm in diameter; 21 to 29 m long) drilled through the foundation mat and upper soft clay into the underlying very stiff/hard clay stratum. This is the first use of drilled, grouted mini-pile foundations in Guyana. Load transfer to the mini-pile foundations was achieved by constructing 28 reinforced concrete pile caps at existing column locations. The paper will describe: a) the nature of the building settlement problem, b) the basis for and details of the remedial foundation design, c) the unique aspects of mini-pile installation adopted by the Contractor, d) results of pile load tests, e) and post-construction settlement monitoring results.
Foundation Underpinning with Mini-Piles: ``A First'' in Guyana, South America
In 1994, USAID provided funding to the Sisters of Mercy of the Americas for construction of a three-story expansion to the St. Joseph's Mercy Hospital in Georgetown, Guyana, South America. Subsurface conditions consist of approximately 16.5 m of very soft to soft marine clay overlying stiff to very stiff clays. The foundation system employed was a soil-supported, monolithically-cast, reinforced concrete mat foundation with down-turned beams arranged in a grid pattern below the mat. Damaging building settlement occurred within the first few years after completion of construction. In 1997, investigations were conducted to identify the cause of the on-going building settlement, and a remedial foundation design was subsequently developed. Foundation underpinning was performed in 2000, and consisted of installation of 102 grouted mini-piles (approximately 15 cm in diameter; 21 to 29 m long) drilled through the foundation mat and upper soft clay into the underlying very stiff/hard clay stratum. This is the first use of drilled, grouted mini-pile foundations in Guyana. Load transfer to the mini-pile foundations was achieved by constructing 28 reinforced concrete pile caps at existing column locations. The paper will describe: a) the nature of the building settlement problem, b) the basis for and details of the remedial foundation design, c) the unique aspects of mini-pile installation adopted by the Contractor, d) results of pile load tests, e) and post-construction settlement monitoring results.
Foundation Underpinning with Mini-Piles: ``A First'' in Guyana, South America
Stulgis, Richard P. (author) / Barry, Brock E. (author) / Harvey, Jr., Francis S. (author)
GeoSupport Conference 2004 ; 2004 ; Orlando, Florida, United States
GeoSupport 2004 ; 700-711
2004-01-23
Conference paper
Electronic Resource
English
Foundation Underpinning with Mini-Piles: "A First" in Guyana, South America
| British Library Conference Proceedings | 2003
Foundation underpinning by means of piles
| Online Contents | 1991
Underpinning a 3000-Ton Structure with High-Capacity Mini-Piles
| British Library Conference Proceedings | 2002
A comparison of underpinning by piles and foundation enlargement
| British Library Conference Proceedings