This book introduces the synergy theory model to analyze the calculation results of the soil deformation and the lateral displacement law caused by the longitudinal shield tunneling based on in-depth scientific research and engineering practice on deformation of structures caused by shield tunneling. The influence of shield tunneling on different adjacent foundation buildings was studied, and the deformation law and internal force distribution law of the structures were obtained. It aims to help practitioners in understanding the mechanism, predictive analysis method, and corresponding control technology of the influence of surrounding structures' deformation caused by shield tunneling.
Auflage
Sprache
Verlagsort
Zielgruppe
Illustrationen
99
92 farbige Abbildungen, 99 s/w Abbildungen
XV, 247 p. 191 illus., 92 illus. in color.
Maße
Höhe: 241 mm
Breite: 160 mm
Dicke: 19 mm
Gewicht
ISBN-13
978-981-19-1133-0 (9789811911330)
DOI
10.1007/978-981-19-1134-7
Schweitzer Klassifikation
Dr. Zhi Ding is a professor works at Department of Civil Engineering, Zhejiang University City College, associate dean of the school of engineering, the head of Civil Engineering, mainly engaged in scientific research on intelligent construction and maintenance of shield tunnel. He is a postgraduate tutor of Zhejiang University, a national registered geotechnical engineer, a scientific and technological worker with outstanding achievements in Hangzhou, a candidate for funding from the Zhejiang Association for Science and Technology, and an outstanding teacher in the Hangzhou Education Bureau system. He has presided over more than 20 scientific research projects, such as general and youth projects of the National Natural Science Foundation of China, key and youth projects of the Natural Science Foundation of Zhejiang Province, and major scientific and technological projects of Hangzhou. He has published more than 70 academic papers as the first or corresponding author, he has been cited more than 1,000 times, and his research results have won more than 10 scientific and technological awards (including 5 provincial or ministerial awards).
Introduction.- Measurement and Analysis of Ground Settlement of Shield Tunneling Adjacent to Different Foundation Buildings.- Calculation of Soil Deformation Caused by Shield Tunneling.- Studies the Influence of Longitudinal Tunneling of Shield on Adjacent Shallow Foundation Buildings.- Research on the Influence of Shield Longitudinal Excavation Adjacent to Short Pile Foundation Buildings.- Research on the Influence of Double-line Shield tunneling Adjacent to Buildings and Control Standards.- Prediction of Lateral Ground Settlement Caused by Shield Tunneling Adjacent to Buildings.- Construction Control Technology of Shield Tunneling Adjacent to Structures.
