Application of a new basalt fiber-reinforced polymer anchorage structure in the tunnel—slope system under rainfall action
Author:
Publisher
Springer Science and Business Media LLC
Subject
Nature and Landscape Conservation,Earth-Surface Processes,Geology,Geography, Planning and Development,Global and Planetary Change
Link
https://link.springer.com/content/pdf/10.1007/s11629-022-7483-6.pdf
Reference41 articles.
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2. Fan QX, Zhu HB, Geng J (2015) Monitoring result analyses of high slope of five-step ship lock in the Three Gorges Project. J Rock Mech Geotech 7(2): 199–206. https://doi.org/10.1016/j.jrmge.2015.02.007
3. Fu GY, Deo R, Ji J, et al. (2021) Failure assessment of reinforced rock slopes subjected to bolt corrosion considering correlated multiple failure modes. Comput Geotech 132: 104029. https://doi.org/10.1016/j.compgeo.2021.104029
4. Feng J, Wang Y, Wu HG, et al. (2019) Field pullout tests of basalt fiber-reinforced polymer ground anchor. Rock Soil Mech 40(07): 2563–2573. (In Chinese) https://doi.org/10.16285/j.rsm.2018.0552
5. Gao XJ, Xie Q, Zhao W, et al. (2017) Experimental study on determining design parameters of non-prestressed BF R P anchor for supporting soil slope. J Highway Transp Res Dev 11(4): 32–42. https://doi.org/10.1061/JHTRCQ.0000593
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