Minipiles And Postgrouted Bored Piles - Two Techniques For Special Site Conditions - Summary:

Deep Foundations Institute
Stefan K. Schwank
Organization:
Deep Foundations Institute
Pages:
12
File Size:
896 KB
Publication Date:
Jan 1, 1991

Abstract

The paper describes the two foundation techniques - mini piles and postgrouted bored piles. The mini pile system is presented with its design and installation parameters, especially the drilling technique. Two case histories demonstrate the application under extremely limited space and traffic conditions and the required modifications of the equipment. After the description of the postgrouted bored piles and its grouting technique, the paper gives a comparison of postgrouted piles and standard piles on a large basic test in Germany. The Brooklyn Queen's Expressway, N.Y., case history shows the application of this technique after redesign of the original proposal. 1. General Increasing requirements to improve existing foundations to carry additional loads and to increase the bearing capacity of bored piles leads to two new piling techniques: the mini-pile and the post grouted bored pile.
Citation

APA: Stefan K. Schwank  (1991)  Minipiles And Postgrouted Bored Piles - Two Techniques For Special Site Conditions - Summary:

MLA: Stefan K. Schwank Minipiles And Postgrouted Bored Piles - Two Techniques For Special Site Conditions - Summary:. Deep Foundations Institute, 1991.

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