Study on the Influence of Blasting Construction of Double-Layer Superimposed Primary Support Arch Cover Method on the Surrounding Environment
Author:
Funder
National Natural Science Foundation of China
Cultivation Program for the Excellent Doctoral Dissertation of Dalian Maritime University
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40999-024-00939-4.pdf
Reference30 articles.
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2. Shi YJ (2020) Study on structural stability of mined large-span tunnels constructed by two arch-cover methods in upper-soft and lower-hard rock stratum of Qingdao area. Mod Tunn Technol 57(02):117–126. https://doi.org/10.13807/j.cnki.mtt.2020.02.017
3. Zhao CY, Peng LM, Shuai JB et al (2020) Analysis of deformation control for a large-span metro station crossing through fault zone using arch-cover method. J Railw Sci Eng 17(05):1193–1200. https://doi.org/10.19713/j.cnki.43-1423/u.T20190653
4. Guo XP, Jiang AN (2022) Study on applicability of double layer superimposed primary support arch cover method for large-span station in upper soft and lower hard stratum. KSCE J Civ Eng 26(3):1407–1418. https://doi.org/10.1007/s12205-021-0538-3
5. Shadabfar M, Gokdemir C, Zhou ML et al (2021) Estimation of damage induced by single-hole rock blasting: a review on analytical, numerical, and experimental solutions. Energies 14(1):1–24. https://doi.org/10.3390/en14010029
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