Hydraulic fracturing-based analytical method for determining seepage characteristics at tunnel-gasketed joints
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11771-024-5720-6.pdf
Reference31 articles.
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2. GONG Chen-jie, XIE Chao-ran, LIN Zan-quan, et al. Ground deformation prediction induced by shield tunnelling considering existing multi-story buildings [J]. Journal of Central South University, 2023, 30(4): 1373–1387. DOI: https://doi.org/10.1007/s11771-023-5307-7.
3. LIU Xiang, ZHANG Rui, FANG Qian, et al. Subgrade settlements of existing railway lines and operational parameters of shield machine induced by twin shield tunnel excavations: A case study [J]. Journal of Central South University, 2024, 31(1): 272–287. DOI: https://doi.org/10.1007/s11771-023-5447-9.
4. GONG Chen-jie, CHENG Ming-jin, GE Yang-yang, et al. Leakage mechanisms of an operational underwater shield tunnel and countermeasures: A case study [J]. Tunnelling and Underground Space Technology, 2024, 152: 105892. DOI: https://doi.org/10.1016/j.tust.2024.105892.
5. GONG Chen-jie, XIE Chao-ran, ZHU He-hua, et al. Time-varying compressive properties and constitutive model of EPDM rubber materials for tunnel gasketed joint [J]. Construction and Building Materials, 2024, 433: 136734. DOI: https://doi.org/10.1016/j.conbuildmat.2024.136734.
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