{"title":"基于逆问题解的地下大地测量法确定房柱系统承载单元和自然应力场水平分量的变形特征","authors":"","doi":"10.15372/fpvgn2019060237","DOIUrl":null,"url":null,"abstract":"","PeriodicalId":196311,"journal":{"name":"Фундаментальные и прикладные вопросы горных наук","volume":"126 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"DETERMINATION OF THE DEFORMATION CHARACTERISTICS OF ROOM-AND-PILLAR SYSTEM'S CARRYING ELEMENTS AND HORIZONTAL COMPONENTS OF THE NATURAL STRESS FIELD ACCORDING TO THE UNDERGROUND GEODESIA BASED ON THE SOLUTION OF INVERSE PROBLEMS\",\"authors\":\"\",\"doi\":\"10.15372/fpvgn2019060237\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"\",\"PeriodicalId\":196311,\"journal\":{\"name\":\"Фундаментальные и прикладные вопросы горных наук\",\"volume\":\"126 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1900-01-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Фундаментальные и прикладные вопросы горных наук\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.15372/fpvgn2019060237\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Фундаментальные и прикладные вопросы горных наук","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.15372/fpvgn2019060237","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
DETERMINATION OF THE DEFORMATION CHARACTERISTICS OF ROOM-AND-PILLAR SYSTEM'S CARRYING ELEMENTS AND HORIZONTAL COMPONENTS OF THE NATURAL STRESS FIELD ACCORDING TO THE UNDERGROUND GEODESIA BASED ON THE SOLUTION OF INVERSE PROBLEMS