Effects of soil properties and geomorphic parameters on the breach mechanisms of landslide dams and prediction of peak discharge

Author:

Guan Shenggong,Shi Zhenming,Zheng HongchaoORCID,Shen Danyi,Hanley Kevin J.,Yang Jiangtao,Xia Chengzhi

Funder

Young Scientists Fund

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference46 articles.

1. Annandale GW (2006) Scour technology-mechanics and engineering practice. McGraw-Hill, New York, p 430

2. Awal R, Nakagawa H, Kawaike K, Baba Y, Zhang H (2008) Prediction of flood/debris flow hydrograph due to landslide dam failure by overtopping and sliding. Annu Disast Prevent Res Ins Kyoto Univ 51(B):603–611

3. Briaud J (2008) Case histories in soil and rock erosion: Woodrow Wilson bridge, Brazos river meander, Normandy cliffs, and new Orleans levees. J Geotech Geoenviron Eng 134(10):1425–1447

4. Canuti P, Casagli N, Ermini L (1998) Inventory of landslide dams in the Northern Apennine as a model for induced flood hazard forecasting. Managing Hydro-Geological Disasters in a Vulnerable Environment. CNR-GNDCI and UNESCO IHP, Perugia, pp 189–202

5. Chang DS, Zhang LM (2010) Simulation of the erosion process of landslide dams due to overtopping considering variations in soil erodibility along depth. Nat Hazards Earth Syst Sci 10(4):933–946

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