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Underpinning a 3000-Ton Structure with High-Capacity Mini-Piles
Settlement and subsequent cracking of a mat foundation supporting heavy power plant equipment required a guaranteed and verifiable solution. Mini-piles grouted into the underlying basalt were designed to bypass the damaged foundation. The design, load testing, and installation of the piles are described, along with the load transfer from the mat foundation to the piles.
Underpinning a 3000-Ton Structure with High-Capacity Mini-Piles
Settlement and subsequent cracking of a mat foundation supporting heavy power plant equipment required a guaranteed and verifiable solution. Mini-piles grouted into the underlying basalt were designed to bypass the damaged foundation. The design, load testing, and installation of the piles are described, along with the load transfer from the mat foundation to the piles.
Underpinning a 3000-Ton Structure with High-Capacity Mini-Piles
Davie, John R. (Autor:in) / Senapathy, Harish (Autor:in)
International Deep Foundations Congress 2002 ; 2002 ; Orlando, Florida, United States
Deep Foundations 2002 ; 647-654
01.02.2002
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Underpinning a 3000-Ton Structure with High-Capacity Mini-Piles
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