{"title":"地下结构的数值计算使用软件包phase2 version 7.0","authors":"Biljana Buhavac","doi":"10.35123/geo-expo_2021_1","DOIUrl":null,"url":null,"abstract":"The paper presents a numerical calculation using the software package PHASE2 version 7.0. which is based on the finite element method. Numerical calculation requires numerical modeling with description of geometry, load, boundary conditions and material properties, as well as faithful simulation of excavation phase and substructure of underground structure. The verification of the PHASE2 software package is presented through a simple example of an underground structure for which an overview and analysis of the results of stresses and displacements around the underground opening are given.","PeriodicalId":115267,"journal":{"name":"ZBORNIK RADOVA GEO-EXPO 2021","volume":"40 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2021-10-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"NUMERICAL CALCULATION OF UNDERGROUND STRUCTURES USING PACKAGE PHASE2 VERSION 7.0\",\"authors\":\"Biljana Buhavac\",\"doi\":\"10.35123/geo-expo_2021_1\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The paper presents a numerical calculation using the software package PHASE2 version 7.0. which is based on the finite element method. Numerical calculation requires numerical modeling with description of geometry, load, boundary conditions and material properties, as well as faithful simulation of excavation phase and substructure of underground structure. The verification of the PHASE2 software package is presented through a simple example of an underground structure for which an overview and analysis of the results of stresses and displacements around the underground opening are given.\",\"PeriodicalId\":115267,\"journal\":{\"name\":\"ZBORNIK RADOVA GEO-EXPO 2021\",\"volume\":\"40 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2021-10-25\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"ZBORNIK RADOVA GEO-EXPO 2021\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.35123/geo-expo_2021_1\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"ZBORNIK RADOVA GEO-EXPO 2021","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.35123/geo-expo_2021_1","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
NUMERICAL CALCULATION OF UNDERGROUND STRUCTURES USING PACKAGE PHASE2 VERSION 7.0
The paper presents a numerical calculation using the software package PHASE2 version 7.0. which is based on the finite element method. Numerical calculation requires numerical modeling with description of geometry, load, boundary conditions and material properties, as well as faithful simulation of excavation phase and substructure of underground structure. The verification of the PHASE2 software package is presented through a simple example of an underground structure for which an overview and analysis of the results of stresses and displacements around the underground opening are given.
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