Design and Construction of Permanent Sheet and Pipe Pile Basement Walls with the Press-in Piling Method

Deep Foundations Institute
Masashi Nagano Takefumi Takuma Tsunenobu Nozaki
Organization:
Deep Foundations Institute
Pages:
10
File Size:
1466 KB
Publication Date:
Jan 1, 2019

Abstract

Using sheet piles and pipe piles for permanent earth retaining is one of the most economical methods for constructing basement walls since they can also work as temporary shoring during construction. A major mixed-use redevelopment project in the UK, encompassing two to three large city blocks, utilized both sheet and pipe pile walls for a two-level subterranean parking structure. The 290m (950ft) x 100m (330ft) basement’s steel walls were designed to temporarily support excavation during construction and eventually to become a load carrying permanent structure in order to expedite the construction process and to achieve cost reduction. Two types of press-in piling machines, one for sheet piles and the other for pipe piles, were used for the job because of their abilities to press in sheet and pipe piles within tight tolerances for finished walls, for difficult installation conditions with very hard soil, and for its very low noise and practically zero-vibration operation; an essential factor for the job in close proximity to other businesses and residents. BACKGROUND Steel sheet pile and pipe piles have been used for many purposes including earth retaining. They are produced at steel mills and spirally welded at a fabrication yard to their corresponding specifications under strict quality control measures. Therefore, they can form highly reliable walls to its design capacity with proper installations. Their advantages as underground walls are:  They can form a high level of water cut-off function with their interlocks sealed by welding or with hydrophilic materials. See Figure 1 for a few examples for a sheet pile application.  They can carry vertical loading in addition to horizontal load and bending moment.  They can be a self-standing and temporary/permanent wall with flexible design and construction processes; bottom-up, top-down or hybrid sequences can be chosen per the project’s needs.  They can form a thinner wall than other wall types, creating larger inner space. See Figure 2.
Citation

APA: Masashi Nagano Takefumi Takuma Tsunenobu Nozaki  (2019)  Design and Construction of Permanent Sheet and Pipe Pile Basement Walls with the Press-in Piling Method

MLA: Masashi Nagano Takefumi Takuma Tsunenobu Nozaki Design and Construction of Permanent Sheet and Pipe Pile Basement Walls with the Press-in Piling Method. Deep Foundations Institute, 2019.

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