{"title":"恒载作用下岩石变形机理的一种新的数学方法","authors":"C. O. Aksoy, S. Safak, G. G. Uyar, V. Ozacar","doi":"10.1680/JGELE.17.00168","DOIUrl":null,"url":null,"abstract":"Rock masses will remain under constant load due to the engineering structures in rocks. Particularly, weak rocks undergo time-dependent deformation under constant load following the initiation of m...","PeriodicalId":48920,"journal":{"name":"Geotechnique Letters","volume":"218 1","pages":"80-90"},"PeriodicalIF":1.5000,"publicationDate":"2018-04-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":"{\"title\":\"A new mathematical approach for representing the deformation mechanism of rocks under constant load\",\"authors\":\"C. O. Aksoy, S. Safak, G. G. Uyar, V. Ozacar\",\"doi\":\"10.1680/JGELE.17.00168\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Rock masses will remain under constant load due to the engineering structures in rocks. Particularly, weak rocks undergo time-dependent deformation under constant load following the initiation of m...\",\"PeriodicalId\":48920,\"journal\":{\"name\":\"Geotechnique Letters\",\"volume\":\"218 1\",\"pages\":\"80-90\"},\"PeriodicalIF\":1.5000,\"publicationDate\":\"2018-04-30\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"2\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Geotechnique Letters\",\"FirstCategoryId\":\"89\",\"ListUrlMain\":\"https://doi.org/10.1680/JGELE.17.00168\",\"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.17.00168","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}
引用次数: 2
摘要
岩石中的工程结构使岩体处于恒定载荷下。特别是，在恒定荷载作用下，弱岩在m - m - m的起始阶段发生随时间变化的变形。
A new mathematical approach for representing the deformation mechanism of rocks under constant load
Rock masses will remain under constant load due to the engineering structures in rocks. Particularly, weak rocks undergo time-dependent deformation under constant load following the initiation of m...
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.
京公网安备 11010802042870号
京ICP备2023020795号-1
分享
求助内容：
应助结果提醒方式：
扫码关注我们
