A case study on an open hillside landslide impacting on a flexible rockfall barrier at Jordan Valley, Hong Kong

Author:

Kwan J. S. H.,Chan S. L.,Cheuk J. C. Y.,Koo R. C. H.

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Reference23 articles.

1. Bartelt P, Volkwein A, Wendeler C (2009) Full scale testing and dimensioning of flexible debris flow barriers. Summary report of the 2005–2008 CTI-Project “Numerical modeling and design of flexible debris flow barriers”. Swiss Federal Institute for Forest, Snow, and Landscape Research (WSL), Switzerland

2. BD (2011) Code of practice for the structural use of steel 2011. Buildings Department, HKSAR Government, Hong Kong

3. Bichler A, Yonin D, Stelzer G (2012) Flexible debris flow mitigation: introducing the 5.5 mile debris fence. In: Eberhardt E, Froese C, Turner AK, Leroueil S (eds) Landslides and engineered slopes: protecting society through improved understanding. CRC Press, New York, pp 1955–1960

4. Bugnion L, Wendeler C (2010) Shallow landslide full-scale experiments in combination with testing of a flexible barrier. In: De Wrachien D, Brebbia CA (eds) Monitoring, simulation, prevention and remediation of dense and debris flows III. WIT Press, Southampton, pp 161–173

5. Chan SL (1988) Geometric and material nonlinear analysis of beam-columns and frames using the minimum residual displacement method. Int J Numer Methods Eng 26:2657–2669

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