个人信息Personal Information
教授
博士生导师
硕士生导师
主要任职:President of international exchange committee of the Chinese Society of Rock Mechanics and Engineering CSRME
其他任职:国际岩石力学与岩石工程学会(ISRM)中国国家小组副主席
性别:男
毕业院校:东北大学
学位:博士
所在单位:土木工程系
办公地点:综合实验四号楼330
联系方式:tca@mail.neu.edu.cn
含下卧软层地基极限分析数值试验及承载力安全性研究
点击次数:
发表时间:2022-10-10
发表刊物:岩土力学
所属单位:建设工程学部
期号:3
页面范围:956-960
ISSN号:1000-7598
摘要:It is common that the foundations have under soft layer in engineering; however their failure mechanism depends on assumed condition and experience to a large extent. The paper carries out strain controlling numerical experiment for a foundation model with under soft layer based on limit analysis and fast Lagrangian numerical simulation method; the simulation result shows obvious size effect. Simulation also gets the different ultimate bearing capacities, stress-strain curves, progressive failure pattern, and the under soft layer settlements corresponding to different loading sizes. The safety factors respectively acquired by load increasing method and strength reduction method based on above numerical model are also compared, they have the same changing trend according to the loading size changing; but the value of former is smaller.
备注:新增回溯数据