Numerical interpretation of the observed behavior of rock masses

摘要：

　　Two case histories are illustrated that concern the use of the nonlinear finite element analysis for the interpretation of the observed behavior of rock masses. The first one deals with the slow time dependent movements that took place in a slope bounding a hydroelectric reservoir. The second one concerns the severe damages that showed up in the liner of a service tunnel excavated through a tunnel boring machine. The two examples permit drawing some conclusions on the effectiveness and limits of the numerical analysis when applied to the interpretation of field observations.

作者: A. Cividini G. Gioda

作者单位: Department of Architecture, Built Environment and Construction Engineering, Politecnico di Milano, Milan, Italy

会议类型: 国际会议

会议名称: 1st International Symposium on Reducing Risks in Site Investigation, Modelling and Construction for Rock Engineering(2016年岩石工程安全——第一届岩石工程现场调研、建模、构建的安全性国际会议)

会议地点: 西安

会议语种:英文

页码: 1-16

在线出版日期: 2016-05-25（万方平台首次上网日期，不代表论文的发表时间）