独立基础型式的受力特点及产生偏斜的原因分析  

Analysis of the Characteristics of the Independent Basic Type and the Causes of the Skew

作　　者：邹思竟 傅鹤林[2] 刘东 欧高军 王锋[2] ZOU Si-jing;FU He-lin;LIU Dong;OU Gao-jun;WANG Feng(Hunan Chemical Geological Engineering Exploration Institute Co.,Ltd.,Changsha,Hunan 410000,China;Central South University,Changsha,Hunan 410075,China)

机构地区：[1]湖南化工地质工程勘察院有限责任公司,湖南长沙410000 [2]中南大学,湖南长沙410000

出　　处：《企业技术开发》2019年第7期1-4,共4页Technological Development of Enterprise

基　　金：“软硬不均地层引发差异沉降建（构）筑物纠偏关键技术研究”

摘　　要：地基不均匀沉降引发的建筑物偏斜及基础开裂,是岩土工程界迫切需要解决的技术难题。文章从不同基础受力特点、结构受力等角度对沉降进行了分析,揭示了独立基础产生偏斜的的原因,为基础纠偏设计和施工提供了指导作用。Building deflection and foundation cracking caused by uneven settlement of foundation are technical problems that need to be solved urgently in geotechnical engineering.In this paper,the settlement was analyzed from the perspectives of different basic forces and structural forces.It revealed the reasons for the skew of the independent foundation and provided guidance for the basic correction design and construction.

关 键 词：独立基础 地基不均匀沉降 建筑物偏斜 基础开裂 

分 类 号：TU753[建筑科学—建筑技术科学]