成都某砂泥岩互层地基承载力测定

Lin Zhong
{"title":"成都某砂泥岩互层地基承载力测定","authors":"Lin Zhong","doi":"10.25236/ajage.2023.050603","DOIUrl":null,"url":null,"abstract":": In-situ test is the most accurate and authoritative method to study the modification of bearing capacity of rock foundation. The use of simulation software can quickly and efficiently explore the law and modify. In this paper, FLAC3D software is used to carry out static load test simulation calculation under different side load conditions and load plates with different widths.","PeriodicalId":441364,"journal":{"name":"Academic Journal of Architecture and Geotechnical Engineering","volume":"17 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Determination of bearing capacity of a sand-mudstone interbedded foundation in Chengdu\",\"authors\":\"Lin Zhong\",\"doi\":\"10.25236/ajage.2023.050603\",\"DOIUrl\":null,\"url\":null,\"abstract\":\": In-situ test is the most accurate and authoritative method to study the modification of bearing capacity of rock foundation. The use of simulation software can quickly and efficiently explore the law and modify. In this paper, FLAC3D software is used to carry out static load test simulation calculation under different side load conditions and load plates with different widths.\",\"PeriodicalId\":441364,\"journal\":{\"name\":\"Academic Journal of Architecture and Geotechnical Engineering\",\"volume\":\"17 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\":\"Academic Journal of Architecture and Geotechnical Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.25236/ajage.2023.050603\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Academic Journal of Architecture and Geotechnical Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.25236/ajage.2023.050603","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

摘要

原位试验是研究岩石地基承载力变化最准确、最权威的方法。利用仿真软件可以快速有效地探索规律并进行修改。本文采用FLAC3D软件进行了不同侧载工况和不同宽度荷载板下的静载试验模拟计算。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Determination of bearing capacity of a sand-mudstone interbedded foundation in Chengdu
: In-situ test is the most accurate and authoritative method to study the modification of bearing capacity of rock foundation. The use of simulation software can quickly and efficiently explore the law and modify. In this paper, FLAC3D software is used to carry out static load test simulation calculation under different side load conditions and load plates with different widths.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术官方微信