{"title":"非粘性土中被动桩的极限侧阻力","authors":"I. Bellezza, L. Caferri","doi":"10.1680/JGELE.17.00113","DOIUrl":null,"url":null,"abstract":"In this paper, a single unrestrained passive pile in a two-layered cohesionless soil is analysed with the aim to evaluate its contribute in terms of resistance at the depth of an assigned sliding s...","PeriodicalId":48920,"journal":{"name":"Geotechnique Letters","volume":"12 1","pages":"5-12"},"PeriodicalIF":1.5000,"publicationDate":"2018-04-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"6","resultStr":"{\"title\":\"Ultimate lateral resistance of passive piles in non-cohesive soils\",\"authors\":\"I. Bellezza, L. Caferri\",\"doi\":\"10.1680/JGELE.17.00113\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"In this paper, a single unrestrained passive pile in a two-layered cohesionless soil is analysed with the aim to evaluate its contribute in terms of resistance at the depth of an assigned sliding s...\",\"PeriodicalId\":48920,\"journal\":{\"name\":\"Geotechnique Letters\",\"volume\":\"12 1\",\"pages\":\"5-12\"},\"PeriodicalIF\":1.5000,\"publicationDate\":\"2018-04-30\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"6\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Geotechnique Letters\",\"FirstCategoryId\":\"89\",\"ListUrlMain\":\"https://doi.org/10.1680/JGELE.17.00113\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Geotechnique Letters","FirstCategoryId":"89","ListUrlMain":"https://doi.org/10.1680/JGELE.17.00113","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Ultimate lateral resistance of passive piles in non-cohesive soils
In this paper, a single unrestrained passive pile in a two-layered cohesionless soil is analysed with the aim to evaluate its contribute in terms of resistance at the depth of an assigned sliding s...
期刊介绍：
Géotechnique Letters provides a vehicle for the rapid international dissemination of the latest and most innovative geotechnical research and practice. As an online journal, it is aimed at publishing short papers, intending to foster the quick exchange of the latest advances and most current ideas without the delays imposed by printed journals, whilst still maintaining rigorous peer reviewing standards.
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