Surface Settlement Induced by Excavation of Double-Line Shield Tunnel

Chapter     Open Access     First Online: 02 August 2024

Mingzhe Zhao      China Communications Infrastructure Maintenance Group Co., LTD, Beijing, China

Haifeng Wang      China Communications Infrastructure Maintenance Group Co., LTD, Beijing, China

Jiaxin Zhang      University of Science and Technology Beijing, Beijing, China

Xiaoyi Ji      University of Science and Technology Beijing, Beijing, China

Jiahao Zhang      University of Science and Technology Beijing, Beijing, China

Yao Liu      University of Science and Technology Beijing, Beijing, China

Yaxiu Li      China Communications Infrastructure Maintenance Group Co., LTD, Beijing, China

Bowen Xing      University of Science and Technology Beijing, Beijing, China

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 490))

In the construction of the Harbin Metro Line 3 twin-bore tunnel project, the ABAQUS numerical simulation method was employed to investigate the impact of various grouting thicknesses, burial depth ratios, tunnel spacing, and excavation pressures on the geological conditions of the project. ...

https://link.springer.com/chapter/10.1007/978-981-97-2417-8_14