Field Monitoring on Ground-Borne Vibration Caused by TBM Excavating in Mixed-Face Conditions-Reference-Cited by-同舟云学术

Field Monitoring on Ground-Borne Vibration Caused by TBM Excavating in Mixed-Face Conditions

Published:2022-03-17 Issue: Volume: Page:
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Container-title:Geo-Congress 2022
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Author:

Liu Meng-Bo¹²³³,Liao Shao-Ming¹²³³,Men Yan-Qing¹²³³,Sun Lian-Yong¹²³³

Affiliation:

1. Ph.D. Candidate, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai, China.

2. Professor, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai, China.

3. Senior Engineer, Jinan Rail Transit Group Co., Ltd., Jinan, Shandong, China.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784484029.055

Reference14 articles.

1. Abate, G., Corsico, S., Grasso, S., Massimino, M., and Pulejo, A. (2020). “Analysis of the vibrations induced by a TBM to refine soil profile during tunnelling: The Catania case history.” Tunnels and Underground Cities: Engineering and Innovation Meet Archaeology, Architecture and Art: Volume 3: Geological and Geotechnical Knowledge and Requirements for Project Implementation, CRC Press, 567.

2. Blindheim O. T. Grøv E. and Nilsen B. (2002). “The effect of mixed face conditions (MFC) on hard rock TBM performance. ” ITA World Tunnel Congress Sydney p. 400–407.

3. Carnevale M. Young G. Hager J. and Carnevale M. C. (2000). “Monitoring of TBM-induced ground vibrations.” North American Tunnelling 215–224.

4. Cheng C. Liao S. Liu M. and Chen L. (2019). “Evaluation on Ground Suitability of Shield Tunnelling Based on Rock Engineering System.” 53rd US Rock Mechanics/Geomechanics Symposium American Rock Mechanics Association.

5. Introduction of an empirical TBM cutter wear prediction model for pyroclastic and mafic igneous rocks; a case history of Karaj water conveyance tunnel, Iran