Study on the deformation and failure modes of filling slope in loess filling engineering: a case study at a loess mountain airport

Author:

Wang Jiading,Xu Yuanjun,Ma Yan,Qiao Shaonan,Feng Kaiqiang

Funder

the State Key Program of National Natural Science Foundation of China

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Reference46 articles.

1. Censi P, Bonomo S, Cuttitta A, Mazzola S, Patti B, Bonanno A (2009) Marine environmental status in the strait of sicily close to the Gela reclamation site. Epidemiol Prev 33:51–56

2. Chen C, Zhang D, Zhang J, Zhang W (2017) Compression and wetting deformation behavior of intact loess under isotropic stresses. Rock Mech Rock Eng 36(7):1736–1747

3. Feng SJ, Shi ZM, Shen Y, Li LC (2015) Elimination of loess collapsibility with application to construction and demolition waste during dynamic compaction. Environ Earth Sci 73(9):5317–5332

4. Gu T, Wang J, Fu X, Liu Y (2015) GIS and limit equilibrium in the assessment of regional slope stability and mapping of landslide susceptibility. Bull Eng Geol Environ 74(4):1105–1115

5. Haeri SM, Zamani A, Garakani AA (2012) Collapse potential and permeability of undisturbed and remolded loessial soil samples. Springer, Berlin, pp 301–308

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