STUDIES ON THE POST ECCENTRIC PRETENSIONED PRESTRESSED CONCRETE SHEET PILE

A. Watanabe, H. Kato, Shoichiro Maehara
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Abstract

The developed the Post-Eccentric Pretensioning Method, which is based on the new idea that releases the prestress in the compressive zone of an ordinary prestressed concrete sheet pile, and studied several aspects of the method. This paper presents his theoretical and experimental studies. A brief descrip-tion of the PEP Method, the reason why this method has been developed, and what its principles are --- are given in chapter 2 of this paper. Comparison with ordinary PC sheet pile, the execution method of the newly developed sheet pile, and the problems involved are mentioned in In the the author's idea the piles. pile experiments and field experiments
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后偏心预应力混凝土板桩的研究
基于释放普通预应力混凝土板桩受压区预应力的新思路,提出了后偏心预紧法,并对该方法的几个方面进行了研究。本文介绍了他的理论和实验研究。本文第2章简要介绍了PEP方法,开发这种方法的原因,以及它的原理。本文介绍了新开发的板桩与普通PC板桩的比较,介绍了板桩的施工方法及所涉及的问题。桩试验和现场试验
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