Coupled numerical simulation of a flexible barrier impacted by debris flow with boulders in front

Author:

Zhao L.,He J. W.,Yu Z. X.,Liu Y. P.,Zhou Z. H.,Chan S. L.

Funder

National Key Research and Development Program of China

National Natural Science Foundation of China

Department of Science and Technology of Sichuan Province

Research Grant Council of the Hong Kong SAR Government

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Reference35 articles.

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2. Bugnion L, von Boetticher A, Wendeler C (2012a) Large scale field testing of hillslope debris flows resulting in the design of flexible protection. In: 12th Congress Interpraevent 2012. pp 59–66

3. Bugnion L, McArdell BW, Bartelt P, Wendeler C (2012b) Measurements of hillslope debris flow impact pressure on obstacles. Landslides 2011:179–187. https://doi.org/10.1007/s10346-011-0294-4

4. Castanon-Jano L, Blanco-Fernandez E, Castro-Fresno D, Ballester-Muñoz F (2017) Energy dissipating devices in falling rock protection barriers. Rock Mech Rock Eng 50:603–619. https://doi.org/10.1007/s00603-016-1130-x

5. Chan SL, Zhou ZH, Liu YP (2012) Numerical analysis and design of flexible barriers allowing for sliding nodes and large deflection effects. In: C.K. Lau, E. Chan and J. Kwan (Eds). Proceedings of the One Day Seminar on Natural Terrain Hazards Mitigation Measures, 16 October 2012, Hong Kong. The Association of Geotechnical and Geoenvironmental Specialists (Hong Kong) Limited, pp. 29–43

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