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Transactions Papers

Investigation of an unusual landslide at Sai Kung Sai Wan Road, Sai Kung, Hong Kong

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Pages 102-114 | Received 08 Dec 2017, Accepted 07 Mar 2018, Published online: 31 Jul 2018

References

  • Geotechnical Control Office. Hong Kong geotechnical survey, map series HGM 20: Sai Kung Peninsula: solid and superficial geology, sheet 8, 1:20,000 scale. Hong Kong: Civil Engineering Services Department, the HKSAR Government; 1989.
  • Hungr O. Hazard and risk assessment in the runout zone of rapid landslides. Proceedings of the Conference on Natural Terrain – A Constraint to Development; 2002 Nov 14; Hong Kong. Hong Kong: The Institution of Mining and Metallurgy, Hong Kong Branch; 2002. p. 21–38.
  • Cheng YM, Yip CJ. Three-dimensional asymmetrical slope stability analysis extension of bishop’s, Janbu’s, and Morgenstern–Price’s techniques. J Geotech Geoenviron Eng. 2007 Dec;133(12):1544–1555. doi: 10.1061/(ASCE)1090-0241(2007)133:12(1544)
  • Geotechnical Engineering Office. Geoguide 1: guide to retaining wall design. 2nd ed. Hong Kong: Civil Engineering and Development Department, the HKSAR Government; 1993.
  • Law RHC, Wai RCT, Heung DKM, et al. Mitigation of the residual risk of a hillside at Sai Kung Sai Wan Road following a recent large-scale landslide. Proceedings of the HKIE-IEM-CIE Tripartite Seminar; 2017 Dec 12; Hong Kong. Hong Kong: The Hong Kong Institution of Engineers; 2017. p. 100–109.

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