Modified Peck method of evaluating tunnelling-induced ground movements based on measured data-Reference-Cited by-同舟云学术

Modified Peck method of evaluating tunnelling-induced ground movements based on measured data

Published:2022-04-26 Issue:9 Volume:15 Page:
ISSN:1866-7511
Container-title:Arabian Journal of Geosciences
language:en
Short-container-title:Arab J Geosci

Author:

Zhang Zhiguo,Chen Jie,Zhang Mengxi,Yang Xuan

Funder

National Natural Science Foundation of China

Key Laboratory of Geohazard Prevention of Hilly Mountains, Ministry of Natural Resources

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Link

https://link.springer.com/content/pdf/10.1007/s12517-022-10142-1.pdf

Reference74 articles.

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2. Attewell PB, Farmer IW (1974) Ground deformations resulting from shield tunneling in London clay. Can Geotech J 11(3):380–395. https://doi.org/10.1139/t74-039

3. Bobet A (2001) Analytical solutions for shallow tunnels in saturated ground. J Eng Mech 127(12):1258–1266. https://doi.org/10.1061/(ASCE)0733-9399(2001)127:12(1258)

4. Burd HJ, Houslby GT, Augarde CE, Liu G (2000) Modelling tunnelling-induced settlement of masonry buildings. Proc Inst Civ Eng-Geotech Eng 143(1):17–30. https://doi.org/10.1680/geng.2000.143.1.17

5. Cao LQ, Zhang DL, Qian F (2020) Semi-analytical prediction for tunnelling-induced ground movements in multi-layered clayey soils. Tunn Undergr Space Technol 102. https://doi.org/10.1016/j.tust.2020.103446

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