Research on Structural Defect Characteristics and Influencing Factors for High-Fill Cut-and-Cover Tunnels in Mountainous Areas
Author:
Funder
National Natural Science Foundation of China
National Natural Science Foundation for Young Scientists of China
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40996-024-01472-z.pdf
Reference24 articles.
1. Arkawazi SAF, Hajiazizi M (2022) Using expanded polystyrene geofoam and tire-derived aggregate in different forms to reduce vertical earth pressure on high-filled cut-and-cover tunnels. Cogent Eng 9(1):1–32. https://doi.org/10.1080/23311916.2022.2138100
2. ASTM D698 (2012) Standard test methods for laboratory compaction characteristics of soil using standard effort. ASTM D698-12. ASTM International, West Conshohocken
3. Di H, Zhou S, Yao X et al (2021) In situ grouting tests for differential settlement treatment of a cut-and-cover metro tunnel in soft soils. Bull Eng Geol Environ 80(8):6415–6427. https://doi.org/10.1007/s10064-021-02276-5
4. Gao MZ, Zhao J, Li SW et al (2016) Theoretical model of the equivalent elastic modulus of a cobblestone-soil matrix for TBM tunneling. Tunn Undergr Space Technol 54:117–122. https://doi.org/10.1016/j.tust.2016.02.001
5. Guttler U, Stoffers U (1988) Centrifuges in soil mechanics. CRC Press, FL
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