Analysis of ground surface settlement induced by a large EPB shield tunnelling: a case study in Beijing, China-Reference-Cited by-同舟云学术

Analysis of ground surface settlement induced by a large EPB shield tunnelling: a case study in Beijing, China

Published:2019-10 Issue:20 Volume:78 Page:
ISSN:1866-6280
Container-title:Environmental Earth Sciences
language:en
Short-container-title:Environ Earth Sci

Author:

Cheng HongZhan,Chen Jian,Chen GuoLiang

Funder

the National Natural Science Foundation of China

the China Postdoctoral Science Foundation

Hunan Provincial Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Earth-Surface Processes,Geology,Pollution,Soil Science,Water Science and Technology,Environmental Chemistry,Global and Planetary Change

Link

http://link.springer.com/content/pdf/10.1007/s12665-019-8620-6.pdf

Reference52 articles.

1. Attewell PB, Woodman JP (1982) Predicting the dynamics of ground settlement and its derivatives caused by tunnelling in soil. Ground Eng 15(8):13–22 (p 36)

2. Broms BB, Bennermark H (1967) Stability of clay at vertical openings. J Soil Mech Found Div ASCE 93(1):71–95

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

4. Chakeri H, Ünver B (2014) A new equation for estimating the maximum surface settlement above tunnels excavated in soft ground. Environ Earth Sci 71(7):3195–3210

5. Cheng HZ, Chen J, Chen RP, Chen GL (2019a) Comparison of modeling soil parameters using random variables and random fields in reliability analysis of tunnel face. Int J Geomech 19(1):04018184

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