一维动、静载荷作用下采矿矸石充填体的动态特性研究

{"title":"一维动、静载荷作用下采矿矸石充填体的动态特性研究","authors":"X. Yang, Y. Zhang","doi":"10.23967/J.RIMNI.2021.04.002","DOIUrl":null,"url":null,"abstract":"","PeriodicalId":49607,"journal":{"name":"Revista Internacional de Metodos Numericos para Calculo y Diseno en Ingenieria","volume":"18 1","pages":""},"PeriodicalIF":0.3000,"publicationDate":"2021-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"The dynamic characteristics of backfill made of mining waste at one-dimensional dynamic and static loading\",\"authors\":\"X. Yang, Y. Zhang\",\"doi\":\"10.23967/J.RIMNI.2021.04.002\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"\",\"PeriodicalId\":49607,\"journal\":{\"name\":\"Revista Internacional de Metodos Numericos para Calculo y Diseno en Ingenieria\",\"volume\":\"18 1\",\"pages\":\"\"},\"PeriodicalIF\":0.3000,\"publicationDate\":\"2021-01-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Revista Internacional de Metodos Numericos para Calculo y Diseno en Ingenieria\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.23967/J.RIMNI.2021.04.002\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"ENGINEERING, MULTIDISCIPLINARY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Revista Internacional de Metodos Numericos para Calculo y Diseno en Ingenieria","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.23967/J.RIMNI.2021.04.002","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}