{"title":"利用硅溶胶和弱胶结对可液化砂进行实验室改良","authors":"A. Vranna, T. Tika","doi":"10.1680/jgrim.19.00019","DOIUrl":null,"url":null,"abstract":"A laboratory study was undertaken on the improvement of the cyclic response of liquefiable sand by means of two treatment techniques − passive stabilisation and weak cementation. Colloidal silica (...","PeriodicalId":51705,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Ground Improvement","volume":null,"pages":null},"PeriodicalIF":1.3000,"publicationDate":"2019-11-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"9","resultStr":"{\"title\":\"Laboratory improvement of liquefiable sand via colloidal silica and weak cementation\",\"authors\":\"A. Vranna, T. Tika\",\"doi\":\"10.1680/jgrim.19.00019\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"A laboratory study was undertaken on the improvement of the cyclic response of liquefiable sand by means of two treatment techniques − passive stabilisation and weak cementation. Colloidal silica (...\",\"PeriodicalId\":51705,\"journal\":{\"name\":\"Proceedings of the Institution of Civil Engineers-Ground Improvement\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":1.3000,\"publicationDate\":\"2019-11-14\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"9\",\"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.19.00019\",\"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.19.00019","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Laboratory improvement of liquefiable sand via colloidal silica and weak cementation
A laboratory study was undertaken on the improvement of the cyclic response of liquefiable sand by means of two treatment techniques − passive stabilisation and weak cementation. Colloidal silica (...
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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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