{"title":"评估和分析用垂直拉挤玻璃纤维加固螺旋桩加固砂床上方形模型基脚的荷载沉降特性","authors":"Abdul Hanan Bashir Zargar, Mohammad Yousuf Shah","doi":"10.1080/19386362.2024.2359811","DOIUrl":null,"url":null,"abstract":"","PeriodicalId":47238,"journal":{"name":"International Journal of Geotechnical Engineering","volume":null,"pages":null},"PeriodicalIF":2.3000,"publicationDate":"2024-06-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Assessment and analysis of load-settlement characteristics for square model footings on sand beds enhanced with vertical pultruded fibreglass reinforced helical piles\",\"authors\":\"Abdul Hanan Bashir Zargar, Mohammad Yousuf Shah\",\"doi\":\"10.1080/19386362.2024.2359811\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"\",\"PeriodicalId\":47238,\"journal\":{\"name\":\"International Journal of Geotechnical Engineering\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":2.3000,\"publicationDate\":\"2024-06-07\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Geotechnical Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1080/19386362.2024.2359811\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Geotechnical Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1080/19386362.2024.2359811","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Assessment and analysis of load-settlement characteristics for square model footings on sand beds enhanced with vertical pultruded fibreglass reinforced helical piles