A prediction method of ground volume loss variation with depth induced by tunnel excavation-Reference-Cited by-同舟云学术

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A prediction method of ground volume loss variation with depth induced by tunnel excavation

Published:2021-07-26 Issue:11 Volume:16 Page:3689-3707
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Lin Qingtao,Tian Yu,Lu Dechun^ORCID,Gong Qiuming,Du Xiuli,Gao Zhiwei

Funder

National Outstanding Youth Science Fund Project of National Natural Science Foundation of China

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s11440-021-01295-6.pdf

Reference44 articles.

1. Atkinson JH, Potts DM (1977) Subsidence above shallow tunnels in soft ground. ASCE J Geotech Eng Div 103(4):307–325

2. Attewell PB, Farmer IW (1974) Ground deformations resulting from shield tunnelling in London Clay. Can Geotech J 11(3):380–395

3. Boonsiri I, Takemura J, Ittichai B, Jiro T (2015) Observation of ground movement with existing pile groups due to tunneling in sand using centrifuge modelling. Geotech Geol Eng 33:621–640

4. Celestino TB, Gomes RAMP, Bortolucci AA (2000) Errors in ground distortions due to settlement trough adjustment. Tunn Undergr Space Technol 15(1):97–100

5. Chen RP, Zhu J, Liu W, Tang XW (2011) Ground movement induced by parallel EPB tunnels in silty soils. Tunn Undergr Space Technol 26(1):163–171

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1. Experimental study on tunneling-induced soil arching evolution in pile-raft foundations;Transportation Geotechnics;2024-09

2. A unified empirical method for predicting both vertical and horizontal ground displacements induced by tunnel excavation;Canadian Geotechnical Journal;2024-07-01

3. Collapse behavior and mechanical response of the cobble stratum during the shield driving;Tunnelling and Underground Space Technology;2024-02

4. Prediction of subsurface settlement induced by shield tunnelling in sandy cobble stratum;Journal of Rock Mechanics and Geotechnical Engineering;2024-01

5. Investigation of the Tunneling-Iuduced Soil Arching Evolution in the Pile-Raft Foundation: The Effects of Tunnel-Pile Distance and Surface Load;2024

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