Stress response characteristics of BFRP anchors on loess mudstone slope under rainfall conditions
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/s11629-022-7807-z.pdf
Reference33 articles.
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3. Dong ZQ, Wu G, Zhao XL, et al. (2017) A refined prediction method for the long-term performance of bfrp bars serviced in field environments. Constr build mater 155: 1072–1080. https://doi.org/10.1016/j.conbuildmat.2017.07.154
4. Duan J, Yan ZX, Guo RJ, et al. (2012) Failure analysis of soil anchors induced by loose interface under pullout load. CJGE 34(5): 936–941. (In Chinese)
5. Fang K, Tang HM, Li CD, et al. (2023) Centrifuge modelling of landslides and landslide hazard mitigation: A review. Geosci front 14(1): 101493. https://doi.org/10.1016/j.gsf.2022.101493
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