DPT和CPT在新西兰惠灵顿港砾石土液化潜力评价中的比较研究

{"title":"DPT和CPT在新西兰惠灵顿港砾石土液化潜力评价中的比较研究","authors":"Jashod Roy, Kyle M. Rollins, Riwaj Dhakal, M. Cubrinovski","doi":"10.1061/jggefk.gteng-10769","DOIUrl":null,"url":null,"abstract":"","PeriodicalId":54819,"journal":{"name":"Journal of Geotechnical and Geoenvironmental Engineering","volume":" ","pages":""},"PeriodicalIF":3.9000,"publicationDate":"2023-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"A Comparative Study of the DPT and CPT in Evaluating Liquefaction Potential for Gravelly Soil at the Port of Wellington, New Zealand\",\"authors\":\"Jashod Roy, Kyle M. Rollins, Riwaj Dhakal, M. Cubrinovski\",\"doi\":\"10.1061/jggefk.gteng-10769\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"\",\"PeriodicalId\":54819,\"journal\":{\"name\":\"Journal of Geotechnical and Geoenvironmental Engineering\",\"volume\":\" \",\"pages\":\"\"},\"PeriodicalIF\":3.9000,\"publicationDate\":\"2023-11-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Geotechnical and Geoenvironmental Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1061/jggefk.gteng-10769\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Geotechnical and Geoenvironmental Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1061/jggefk.gteng-10769","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}