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Volumn 11, Issue 6, 2014, Pages 1037-1050

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

Author keywords

Flexible debris resisting barriers; Flexible rockfall barrier; Jordan Valley; Open hillside landslide

Indexed keywords

DEBRIS; LANDFORMS; ROCK BURSTS;

EID: 84911805611     PISSN: 1612510X     EISSN: 16125118     Source Type: Journal    
DOI: 10.1007/s10346-013-0461-x     Document Type: Article
Times cited : (77)

References (23)
  • 1
    • 84911811167 scopus 로고    scopus 로고
    • 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
    • WSL, Switzerland:
    • 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
    • (2009) and Landscape Research
    • Bartelt, P.1    Volkwein, A.2    Wendeler, C.3
  • 3
    • 85090074487 scopus 로고    scopus 로고
    • Flexible debris flow mitigation: introducing the 5.5 mile debris fence
    • Eberhardt E, Froese C, Turner AK, Leroueil S, (eds), CRC Press, New York:
    • 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
    • (2012) Landslides and engineered slopes: protecting society through improved understanding , pp. 1955-1960
    • Bichler, A.1    Yonin, D.2    Stelzer, G.3
  • 4
    • 77958197140 scopus 로고    scopus 로고
    • Shallow landslide full-scale experiments in combination with testing of a flexible barrier
    • Wrachien D, Brebbia CA, (eds), WIT Press, Southampton:
    • 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
    • (2010) Monitoring, simulation, prevention and remediation of dense and debris flows III , pp. 161-173
    • Bugnion, L.1    Wendeler, C.2
  • 5
    • 0024131360 scopus 로고
    • Geometric and material nonlinear analysis of beam-columns and frames using the minimum residual displacement method
    • 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
    • (1988) Int J Numer Methods Eng , vol.26 , pp. 2657-2669
    • Chan, S.L.1
  • 6
    • 84911811995 scopus 로고    scopus 로고
    • Liu YP (2012) Numerical analysis and design of flexible barriers allowing for sliding nodes and large deflection effects
    • October: Hong Kong. The Association of Geotechnical and Geoenvironmental Specialists (Hong Kong) Limited
    • 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
    • (2012) (Eds). Proceedings of the One Day Seminar on Natural Terrain Hazards Mitigation Measures , vol.16 , pp. 29-43
    • Chan, S.L.1    Zhou, Z.H.2    Lau, C.K.3    Chan, E.4    Kwan, J.5
  • 9
    • 84911811166 scopus 로고    scopus 로고
    • Guidelines on assessment of debris mobility for open hillslope failures, (technical guidance note no
    • Geotechnical Engineering Office, HKSAR Government:
    • GEO (2012) Guidelines on assessment of debris mobility for open hillslope failures, (technical guidance note no. 34). Geotechnical Engineering Office, HKSAR Government
    • (2012) 34)
  • 11
    • 0029473127 scopus 로고
    • A model for the runout analysis of rapid flow slides, debris flows and avalanches
    • Hungr O (1995) A model for the runout analysis of rapid flow slides, debris flows and avalanches. Can Geotech J 32:610–623
    • (1995) Can Geotech J , vol.32 , pp. 610-623
    • Hungr, O.1
  • 13
    • 33745805563 scopus 로고    scopus 로고
    • An improved landslide mobility model
    • Kwan JSH, Sun HW (2006) An improved landslide mobility model. Can Geotech J 43:531–539
    • (2006) Can Geotech J , vol.43 , pp. 531-539
    • Kwan, J.S.H.1    Sun, H.W.2
  • 14
    • 38349091743 scopus 로고    scopus 로고
    • Interaction of flexible rockfall barriers with avalanches and snow pressure
    • Margreth S, Roth A (2008) Interaction of flexible rockfall barriers with avalanches and snow pressure. Cold Reg Sci Technol 51:168–177
    • (2008) Cold Reg Sci Technol , vol.51 , pp. 168-177
    • Margreth, S.1    Roth, A.2
  • 15
    • 0035173790 scopus 로고    scopus 로고
    • From a constitutive modeling of metallic rings to the design of rockfall resisting nets
    • Nicot F, Cambou B, Mazzoleni G (2001) From a constitutive modeling of metallic rings to the design of rockfall resisting nets. Int J Numer Anal Methods Geomech 25:49–70
    • (2001) Int J Numer Anal Methods Geomech , vol.25 , pp. 49-70
    • Nicot, F.1    Cambou, B.2    Mazzoleni, G.3
  • 18
    • 84856014180 scopus 로고    scopus 로고
    • Numerical simulation of flexible rockfall protection systems
    • Swiss Federal Institute of Technology Zürich, Switzerland:
    • Volkwein A (2004) Numerical simulation of flexible rockfall protection systems. PhD Thesis, Swiss Federal Institute of Technology Zürich, Switzerland (in German)
    • (2004) PhD Thesis
    • Volkwein, A.1
  • 22
    • 84911807186 scopus 로고    scopus 로고
    • (2012) Protection against debris flows with 13 flexible barriers in the Milibach River (Canton Berne, Switzerland) and first event Analysis
    • October: Hong Kong. The Association of Geotechnical and Geoenvironmental Specialists (Hong Kong) Limited
    • Wendeler C, Haller B, Salzmann H (2012) Protection against debris flows with 13 flexible barriers in the Milibach River (Canton Berne, Switzerland) and first event Analysis. In: C.K. Lau, E. Chan, 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 22–28
    • (2012) (eds). Proceedings of the One Day Seminar on Natural Terrain Hazards Mitigation Measures , vol.16 , pp. 22-28
    • Wendeler, C.1    Haller, B.2    Salzmann, H.3    Lau, C.K.4    Chan, E.5    Kwan, J.6
  • 23
    • 84911811163 scopus 로고    scopus 로고
    • Chan SL: Nonlinear finite element analysis and design of flexible barrier (Project Report). The Hong Kong Polytechnic University
    • Zhou ZH, Liu YP, Chan SL (2011) Nonlinear finite element analysis and design of flexible barrier (Project Report). The Hong Kong Polytechnic University
    • (2011) Liu YP
    • Zhou, Z.H.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.