{"title":"深基础案例与预制钢筋混凝土桩和监测桩驱动分析仪PDA","authors":"N. Tapia, Matías Cuitiño, A. Guzmán","doi":"10.4067/s0718-28132022000100052","DOIUrl":null,"url":null,"abstract":"Equipment and methods were used for the evaluation of the pile structural integrity and their geotechnical capacity by means of PDA monitoring (Pile Driving Analyzer) during driving. With the results of the PDA test, together with the CAPWAP computational tool, the design hypotheses were verified. During the execution of the project, it was possible to achieve the optimization of the embedment depth and the variation of the number of piles required.","PeriodicalId":391731,"journal":{"name":"Obras y proyectos","volume":"19 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2022-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Caso de fundación profunda con pilotes prefabricados de hormigón armado y monitoreo mediante Pile Driving Analyzer PDA\",\"authors\":\"N. Tapia, Matías Cuitiño, A. Guzmán\",\"doi\":\"10.4067/s0718-28132022000100052\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Equipment and methods were used for the evaluation of the pile structural integrity and their geotechnical capacity by means of PDA monitoring (Pile Driving Analyzer) during driving. With the results of the PDA test, together with the CAPWAP computational tool, the design hypotheses were verified. During the execution of the project, it was possible to achieve the optimization of the embedment depth and the variation of the number of piles required.\",\"PeriodicalId\":391731,\"journal\":{\"name\":\"Obras y proyectos\",\"volume\":\"19 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2022-06-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Obras y proyectos\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.4067/s0718-28132022000100052\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Obras y proyectos","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.4067/s0718-28132022000100052","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Caso de fundación profunda con pilotes prefabricados de hormigón armado y monitoreo mediante Pile Driving Analyzer PDA
Equipment and methods were used for the evaluation of the pile structural integrity and their geotechnical capacity by means of PDA monitoring (Pile Driving Analyzer) during driving. With the results of the PDA test, together with the CAPWAP computational tool, the design hypotheses were verified. During the execution of the project, it was possible to achieve the optimization of the embedment depth and the variation of the number of piles required.
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