Calculation Method of Underground Passage Excavation on Interactive Effects among Pipe-Roof, Steel Bracing and Foundation Soil
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-021-0500-4.pdf
Reference43 articles.
1. Anagnostou G, Perazzelli P (2015) Analysis method and design charts for bolt reinforcement of the tunnel face in cohesive-frictional soils. Tunnelling and Underground Space Technology 47:162–181, DOI: https://doi.org/10.1016/j.tust.2014.10.007
2. Chakeri H, Ünver B (2014) A new equation for estimating the maximum surface settlement above tunnels excavated in soft ground. Environmental Earth Sciences 71(7):3195–3210, DOI: https://doi.org/10.1007/s12665-013-2707-2
3. Cui Y, Jiang XL, Bao P (2003) Computing method of elastic foundation beam with variable bedding value and its application. Rock and Soil Mechanics 24(4):565–578, DOI: https://doi.org/10.16285/j.rsm.2003.04.019 (in Chinese)
4. Cui ZD, Zhang ZL (2017) Underground structure design. China Architecture & Building Press, Beijing, China 48–70
5. Dindarloo SR, Siami-Irdemoosa E (2015) Maximum surface settlement based classification of shallow tunnels in soft ground. Tunnelling and Underground Space Technology 49:320–327, DOI: https://doi.org/10.1016/j.tust.2015.04.021
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