{"title":"纤维对掺石灰膨胀土体积变化特性的影响","authors":"M. Muthukumar, S. Shukla","doi":"10.1680/JGRIM.17.00075","DOIUrl":null,"url":null,"abstract":"Expansive soils are considered to be highly problematic due to their dual swell–shrink behaviour. In recent years, polymeric fibres are used to control the volume change behaviour of expansive soil...","PeriodicalId":51705,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Ground Improvement","volume":"1 1","pages":""},"PeriodicalIF":1.3000,"publicationDate":"2019-01-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"8","resultStr":"{\"title\":\"Influence of fibres on volume change attributes of expansive soil blended with lime\",\"authors\":\"M. Muthukumar, S. Shukla\",\"doi\":\"10.1680/JGRIM.17.00075\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Expansive soils are considered to be highly problematic due to their dual swell–shrink behaviour. In recent years, polymeric fibres are used to control the volume change behaviour of expansive soil...\",\"PeriodicalId\":51705,\"journal\":{\"name\":\"Proceedings of the Institution of Civil Engineers-Ground Improvement\",\"volume\":\"1 1\",\"pages\":\"\"},\"PeriodicalIF\":1.3000,\"publicationDate\":\"2019-01-23\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"8\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Proceedings of the Institution of Civil Engineers-Ground Improvement\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1680/JGRIM.17.00075\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceedings of the Institution of Civil Engineers-Ground Improvement","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1680/JGRIM.17.00075","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Influence of fibres on volume change attributes of expansive soil blended with lime
Expansive soils are considered to be highly problematic due to their dual swell–shrink behaviour. In recent years, polymeric fibres are used to control the volume change behaviour of expansive soil...
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Ground Improvement provides a fast-track vehicle for the dissemination of news in technological developments, feasibility studies and innovative engineering applications for all aspects of ground improvement, ground reinforcement and grouting. The journal publishes high-quality, practical papers relevant to engineers, specialist contractors and academics involved in the development, design, construction, monitoring and quality control aspects of ground improvement. It covers a wide range of civil and environmental engineering applications, including analytical advances, performance evaluations, pilot and model studies, instrumented case-histories and innovative applications of existing technology.
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