{"title":"后偏心预应力混凝土板桩的研究","authors":"A. Watanabe, H. Kato, Shoichiro Maehara","doi":"10.2208/jscej1949.1968.160_59","DOIUrl":null,"url":null,"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","PeriodicalId":381391,"journal":{"name":"Transactions of the Japan Society of Civil Engineers","volume":"26 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1972-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"STUDIES ON THE POST ECCENTRIC PRETENSIONED PRESTRESSED CONCRETE SHEET PILE\",\"authors\":\"A. Watanabe, H. Kato, Shoichiro Maehara\",\"doi\":\"10.2208/jscej1949.1968.160_59\",\"DOIUrl\":null,\"url\":null,\"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\",\"PeriodicalId\":381391,\"journal\":{\"name\":\"Transactions of the Japan Society of Civil Engineers\",\"volume\":\"26 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1972-03-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Transactions of the Japan Society of Civil Engineers\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.2208/jscej1949.1968.160_59\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Transactions of the Japan Society of Civil Engineers","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.2208/jscej1949.1968.160_59","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
STUDIES ON THE POST ECCENTRIC PRETENSIONED PRESTRESSED CONCRETE SHEET PILE
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