后张基础板在收缩膨胀土上的性能——以德克萨斯州大学城布里奥德网球场板为例

{"title":"后张基础板在收缩膨胀土上的性能——以德克萨斯州大学城布里奥德网球场板为例","authors":"Remon I. Abdelmalak","doi":"10.1061/9780784481639.016","DOIUrl":null,"url":null,"abstract":"","PeriodicalId":404790,"journal":{"name":"Innovations in Geotechnical Engineering","volume":"56 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2018-06-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Performance of Post-Tensioned Foundation Slab on Shrink-Swell Soils: A Case Study of the Briaud’s Tennis Court Slab, College Station, Texas\",\"authors\":\"Remon I. Abdelmalak\",\"doi\":\"10.1061/9780784481639.016\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"\",\"PeriodicalId\":404790,\"journal\":{\"name\":\"Innovations in Geotechnical Engineering\",\"volume\":\"56 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2018-06-06\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Innovations in Geotechnical Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1061/9780784481639.016\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Innovations in Geotechnical Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1061/9780784481639.016","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}