Physical Modeling Test on Deformation and Failure of Rock Slope with New Support System

• Published in: Advances in Civil Engineering Vol. 2020; no. 2020; pp. 1 - 18
• Main Authors: Gong, Weili, Zhu, Daoyong, Zhang, Tongxing, Tao, Zhigang, He, Manchao
• Format: Journal Article
• Language: English
• Published: Cairo, Egypt Hindawi Publishing Corporation 2020; Hindawi; John Wiley & Sons, Inc; Hindawi Limited
• Subjects: Analysis; Civil engineering; Collapse; Crack propagation; Deformation effects; Energy absorption; Experiments; Failure; Foundations (Building); Fracture mechanics; Geology; Hydraulics; Innovations; Internal forces; Laboratories; Lithology; Mechanical properties; Model testing; Monitoring; Pressure curve; Reinforcement; Rock deformation; Safety and security measures; Similarity theory; Slopes (Physical geography); Structural failures; Support systems; Tensile strength; Testing; China; Beijing China

In order to explore the monitoring and control method of rock slope, indoor physical model testing of collapse control and monitoring were carried out with the example of a rock slope collapse area project in Jietai Temple in Beijing, China, as the prototype. Based on the similarity theory, in this...