Centrifuge modeling on the slope stability reinforced by C-RHA piles
Author:
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s11440-023-02023-y.pdf
Reference22 articles.
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2. Chen S-C, Wu C-H (2006) Slope stabilization and landslide size on Mt. 99 peaks after chichi earthquake in Taiwan. Environ Geol 50(5):623–636. https://doi.org/10.1007/s00254-006-0236-y
3. Fan C-C, Luo J-H (2008) Numerical study on the optimum layout of soil–nailed slopes. Comput Geotech 35(4):585–599. https://doi.org/10.1016/j.compgeo.2007.09.002
4. He J, Jie Y, Zhang J, Yu Y, Zhang G (2013) Synthesis and characterization of red mud and rice husk ash-based geopolymer composites. Cement Concr Compos 37:108–118. https://doi.org/10.1016/j.cemconcomp.2012.11.010
5. He Z, Li L, Du S (2017) Creep analysis of concrete containing rice husk ash. Cement Concr Compos 80:190–199. https://doi.org/10.1016/j.cemconcomp.2017.03.014
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