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Apr 26, 2012
Secant Pile Wall Design and Construction in Manhattan, New York
Authors: Cem Altuntas [email protected], Deo Persaud [email protected], and Alan R. Poeppel [email protected]Author Affiliations
Publication: Contemporary Topics in Ground Modification, Problem Soils, and Geo-Support
Abstract
This paper presents the state-of-the-practice design and construction of a secant pile wall for a major real estate development in Lower Manhattan. At this site, the presence of a 1.5-meter wide rear alley between the adjacent buildings and the property line precluded the use of conventional underpinning. As an alternative, a secant pile wall was constructed to provide an excavation support system for the basement construction and to eliminate underpinning of adjacent buildings. The secant pile wall inherently created a dry excavation that avoided costly dewatering operations. The secant pile wall also served as the permanent foundation wall of the new building. The 58-meter long wall was completed in less than five months.
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© 2009 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Assistant, Project Manager, Langan Engineering and Environmental Services, P.C., 360 West 31st Street, 8th Floor, New York, NY 10001. E-mail: [email protected]
A.M.ASCE
Senior Staff Engineer, Langan Engineering and Environmental Services, P.C., 360 West 31st Street, 8th Floor, New York, NY 10001. E-mail: [email protected]
Senior Associate, Langan Engineering and Environmental Services, P.C., 360 West 31st Street, 8th Floor, New York, NY 10001. E-mail: [email protected]
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