{"title":"最近的例子是使用不同元素方法对岩石边坡进行静态和动态分析,并预测隧道中岩石支护的性能","authors":"R. Bhasin, A. Kaynia, F. Løset","doi":"10.1201/9781003211389-29","DOIUrl":null,"url":null,"abstract":"","PeriodicalId":223744,"journal":{"name":"Development and Application of Discontinuous Modelling for Rock Engineering","volume":"479 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2021-07-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Recent examples on the use of the distinct element approach for static and dynamic analysis of a rock slope and for predicting the performance of rock support in a tunnel\",\"authors\":\"R. Bhasin, A. Kaynia, F. Løset\",\"doi\":\"10.1201/9781003211389-29\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"\",\"PeriodicalId\":223744,\"journal\":{\"name\":\"Development and Application of Discontinuous Modelling for Rock Engineering\",\"volume\":\"479 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2021-07-08\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Development and Application of Discontinuous Modelling for Rock Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1201/9781003211389-29\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Development and Application of Discontinuous Modelling for Rock Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1201/9781003211389-29","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Recent examples on the use of the distinct element approach for static and dynamic analysis of a rock slope and for predicting the performance of rock support in a tunnel