{"title":"具有不同应变软化特性的土壤的边坡稳定桩的有效性","authors":"S. Kontoe, F. Summersgill, D. Potts, Youngsuk Lee","doi":"10.1680/jgeot.19.p.386","DOIUrl":null,"url":null,"abstract":"The stabilisation of slopes with rows of discrete vertical piles is a commonly adopted method for both cuttings and embankment slopes. The majority of existing design procedures consider the pile o...","PeriodicalId":55098,"journal":{"name":"Geotechnique","volume":" ","pages":"1-13"},"PeriodicalIF":4.2000,"publicationDate":"2020-10-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/jgeot.19.p.386","citationCount":"5","resultStr":"{\"title\":\"On the effectiveness of slope-stabilising piles for soils with distinct strain-softening behaviour\",\"authors\":\"S. Kontoe, F. Summersgill, D. Potts, Youngsuk Lee\",\"doi\":\"10.1680/jgeot.19.p.386\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The stabilisation of slopes with rows of discrete vertical piles is a commonly adopted method for both cuttings and embankment slopes. The majority of existing design procedures consider the pile o...\",\"PeriodicalId\":55098,\"journal\":{\"name\":\"Geotechnique\",\"volume\":\" \",\"pages\":\"1-13\"},\"PeriodicalIF\":4.2000,\"publicationDate\":\"2020-10-06\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://sci-hub-pdf.com/10.1680/jgeot.19.p.386\",\"citationCount\":\"5\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Geotechnique\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1680/jgeot.19.p.386\",\"RegionNum\":1,\"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":"Geotechnique","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1680/jgeot.19.p.386","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
On the effectiveness of slope-stabilising piles for soils with distinct strain-softening behaviour
The stabilisation of slopes with rows of discrete vertical piles is a commonly adopted method for both cuttings and embankment slopes. The majority of existing design procedures consider the pile o...
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Established in 1948, Géotechnique is the world''s premier geotechnics journal, publishing research of the highest quality on all aspects of geotechnical engineering. Géotechnique provides access to rigorously refereed, current, innovative and authoritative research and practical papers, across the fields of soil and rock mechanics, engineering geology and environmental geotechnics.
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