A risk-based approach for the design of rock slopes subject to multiple failure modes—illustrated by a case study in Hong Kong

Author:

Pine R.J.,Roberds W.J.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference10 articles.

1. HKPD. Hong Kong Planning Standards and Guidelines, Chapter 11, Hong Kong Planning Department. See also www.info.gov.hk/planning, November 2003, Chapter 12, Miscellaneous Planning Standards and Guidelines, 1996

2. Carter TG, de Graaf PJH, Booth PW, Barrett SVL, Pine RJ. Integration of detailed field investigations and innovative design key factors to the successful widening of the Tuen Mun Highway. Proceedings of the 22nd annual seminar organised by the geotechnical division of the Hong Kong Institution of Engineers on 8 May 2002. p. 187–201

3. Assessment of the hazard from rock fall on highway;Bunce;Can Geotech J,1997

4. Landslides;Findlay;Can Geotech J,1997

5. Wyllie DC, Norrish NI. Stabilization of rock slopes. In Landslides—Investigation and Mitigation, SR 247, Transp Res Board, US NRC, 1996. p. 474–504

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