Behavior Of PCC Pile Under Lateral Load

Deep Foundations Institute
Zhitao Ma
Organization:
Deep Foundations Institute
Pages:
4
File Size:
246 KB
Publication Date:
Jan 1, 2006

Abstract

The Cast-in-place Concrete thin-wall Pipe pile, referred to as PCC pile, is a new kind of pile for soft ground improvement. In this paper, firstly, the general introductions of the new pile technique, mainly including the technique principle, the structure of pile-driving machine, and the technological process were given, then based on the results of in-situ static lateral loading test, the pile lateral capacity, the relationship of load-deflection of pile at the ground surface, the lateral deflections versus depth and the soil reaction along the pile shaft were analyzed.
Citation

APA: Zhitao Ma  (2006)  Behavior Of PCC Pile Under Lateral Load

MLA: Zhitao Ma Behavior Of PCC Pile Under Lateral Load. Deep Foundations Institute, 2006.

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