Affiliation:
1. Faculty of Public Safety and Emergency Management, Kunming University of Science and Technology, Kunming 650093, China
Abstract
Deformation of ultra-deep pit walls and surrounding geotechnical bodies due to engineering disturbances typically shows intricate spatiotemporal patterns. In this study, deformations at critical steps of the construction process were first numerically simulated by Midas GTS NX, and this was followed by lab-scale geophysical model tests of the entire process of the pit construction. Data on deformation obtained from numerical simulations and lab-scale geophysical model tests were compared with those obtained from a dynamic monitoring scheme in the field to analyze the characteristics of the deformation and evolution of the pit wall. This was used to derive a generally applicable theoretical expression to predict variations in the horizontal displacements.
Funder
Yunnan Fundamental Research Projects
Talent Training Fund of Kunming University of Science and Technology
“Xingdian Talent Support Plan of Yunnan Province” project
National Innovation and Entrepreneurship Training Project for College Students of China
Key Technology Research and Pilot Test of Underground Coal Gasification
Scientific Research Fund Project of Yunnan Provincial Department of Education, China
Key Projects of Analysis and Testing Fund of Kunming University of Science and Technology, China
Cited by
1 articles.
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