Funder
National Natural Science Foundation of China
the Scientific Research Fund of the Institute of Geomechanics, CAGS
“Twelfth Five-Year” National Science and Technology Pillar Program
Publisher
Springer Science and Business Media LLC
Reference55 articles.
1. Buscarnera G, DI Prisco C (2013) Soil stability and flow slides in unsaturated shallow slopes: can saturated events trigger liquefaction process? Geotechnique 63(10):801–817
2. Cascini L, Cuomo S, Pastor M, Sacco C (2013) Modelling the post-failure stage of rainfall-induced landslides of the flow type. Can Geotech J 50(9):924–934
3. Chen W, Luo YS, Wu CP (2013) The laboratory model test study of loess slope under the artificial rainfall. China Rural Water Hydropower 5:100–104 (In Chinese)
4. Dahal RK, Hasegawa S, Nonomura A, Yamanaka M, Masuda T, Nishino K (2009) Failure characteristics of rainfall-induced shallow landslides in granite terrains of Shikoku Island of Japan. Environ Geol 56:1295–1310
5. Dijkstra TA, Rogers CSF, Smalley IJ, Derbyshire E, Jin LY, Meng XM (1994) The loess of north-central China: geotechnical properties and their relation to slope stability. Eng Geol 36:153–171