Experimental Study on Fresh State Properties of Single-Liquid Semi-Inert Synchronous Grouting for Shield Tunnels in Water-Rich Sand Strata
Author:
Funder
national natural science foundation of china
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s13369-021-06220-3.pdf
Reference45 articles.
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2. Zheng, G.; Pan, J.; Cheng, X.S.; Bai, R.B.; Du, Y.M.; Diao, Y.; Ng, C.W.W.: Use of grouting to control horizontal tunnel deformation induced by adjacent excavation. J. Geotech. Geoenviron. Eng. 146, 05020004 (2020). https://doi.org/10.1061/(ASCE)GT.1943-5606.0002276
3. He, S.Y.; Lai, J.X.; Wang, L.X.; Wang, K.: A literature review on properties and applications of grouts for shield tunnel. Constr. Build Mater (2020). https://doi.org/10.1016/j.conbuildmat.2019.117782
4. Qi, W.Q.; Yang, Z.Y.; Jiang, Y.S.; Shao, X.K.; Yang, X.: Structural deformation of existing horseshoe-shaped tunnels by shield overcrossing. Ksce J. Civ. Eng. 25(2), 735–749 (2021). https://doi.org/10.1007/s12205-020-0599-8
5. Chen, R.; Lai, H.P.; Cui, D.; Zhu, Y.: Alkali-activated mortar for tunnel-lining structure repair. J. Mater. Civ. Eng. 31, 04019217 (2019). https://doi.org/10.1061/(ASCE)MT.1943-5533.0002857
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