Analytical solutions to ground settlement induced by ground loss and construction loadings during curved shield tunneling-Reference-Cited by-同舟云学术

Analytical solutions to ground settlement induced by ground loss and construction loadings during curved shield tunneling

Published:2021-04 Issue:4 Volume:22 Page:296-313
ISSN:1673-565X
Container-title:Journal of Zhejiang University-SCIENCE A
language:en
Short-container-title:J. Zhejiang Univ. Sci. A

Author:

Li Shao-hua^ORCID,Zhang Ming-ju,Li Peng-fei^ORCID

Funder

National Natural Science Foundation of China

Publisher

Zhejiang University Press

Subject

General Engineering

Link

https://link.springer.com/content/pdf/10.1631/jzus.A2000120.pdf

Reference49 articles.

1. Alonso EE, Josa A, Ledesma A, 1984. Negative skin friction on piles: a simplified analysis and prediction procedure. Géotechnique, 34(3):341–357. https://doi.org/10.1680/geot.1984.34.3.341

2. Alsahly A, Stascheit J, Meschke G, 2016. Advanced finite element modeling of excavation and advancement processes in mechanized tunneling. Advances in Engineering Software, 100:198–214. https://doi.org/10.1016/j.advengsoft.2016.07.011

3. Attewell PB, Woodman JP, 1982. Predicting the dynamics of ground settlement and its derivatives caused by tunnelling in soil. Ground Engineering, 15(8):13–22.

4. Attewell PB, Yeates J, Selby AR, 1987. Soil movements induced by tunnelling and their effects on pipelines and structures: P. B. Attewell, J. Yeates, and A. R. Selby. Blackie & Son Ltd. 1986. 352 pp. £37.00. Tunnelling and Underground Space Technology, 2(1):102. https://doi.org/10.1016/0886-7798(87)90195-7

5. Chi SY, Chern JC, Lin CC, 2001. Optimized back-analysis for tunneling-induced ground movement using equivalent ground loss model. Tunnelling and Underground Space Technology, 16(3):159–165. https://doi.org/10.1016/S0886-7798(01)00048-7

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