2014 Vol. 20, No. 3
Article Contents

SUN Ping, WU Shu-ren. SUMMARY ON THE PREVENTION PROGRESS OF ENGINEERING SLOPE IN HONG KONG[J]. Journal of Geomechanics, 2014, 20(3): 243-253.
Citation: SUN Ping, WU Shu-ren. SUMMARY ON THE PREVENTION PROGRESS OF ENGINEERING SLOPE IN HONG KONG[J]. Journal of Geomechanics, 2014, 20(3): 243-253.

SUMMARY ON THE PREVENTION PROGRESS OF ENGINEERING SLOPE IN HONG KONG

  • Due to the special hilly terrain, strongly weathered rock and the seasonal rainfall, landslide occurs frequently in Hong Kong. According to the relevant data collected from Hong Kong civil Engineering development board (CEDD), the GEO Geotechnical Engineering Office (GEO), the historical process and the key prevention and control technology of engineering slope in Hong Kong are summarized in this paper, which will be valuable to the relevant prevention and control of slope engineering in mainland China.

  • 加载中
  • [1] Chan R K S. Hong Kong slope safety management system[C]//Proceedings of the Symposium on Slope Hazards and Their Prevention. Hong Kong, 2000: 1~16.

    Google Scholar

    [2] Chan R K S. Safe and green slopes: The holistic Hong Kong approach[C]//Proceedings of the 2005 HKIE Geotechnical Division Annual Seminar. Hong Kong: HKIE, 2005: 1~26.

    Google Scholar

    [3] Chan R K S. Evolution of LPM policy in the past thirty five years: Landslide risk reduction through works[C]//35 Years of Landslip Preventive Measures Programme and Beyond. Hong Kong, 2011: 1~14.

    Google Scholar

    [4] Lam B M T. An appraisal of the landslide preventive works to fill slopes in Hong Kong[M]. MSc Dissertation, Department of Civil and Structural Engineering, the University of Hong Kong, 1980: 1~80.

    Google Scholar

    [5] Chan Y C. Study of old masonry retaining walls in Hong Kong: GEO report No. 31[M]. Geotechnical Engineering Office, Civil Engineering Department, Hong Kong Government, 1982.

    Google Scholar

    [6] Brand E W, Hudson R R. CHASE: An empirical approach to the design of cut slopes in Hong Kong[C]//Proceedings of the 7th Southeast Asian Geotechnical Conference. Hong Kong, 1982: 1~16.

    Google Scholar

    [7] HAP (Halcrow Asia Partnership Ltd.). Report on the Ching Cheung Road Landslide of 3 August 1997[C]//GEO Report No. 78. Geotechnical Engineering Office, Civil Engineering Department, Hong Kong SAR Government, 1998.

    Google Scholar

    [8] Fugro Maunsell Scott Wilson Joint Venture. Report on the Shek Kip Mei Landslide of 25 August 1999: Vol. 1-Findings of the Landslide Investigation[M]. Geotechnical Engineering Office, Civil Engineering Department, Hong Kong SAR Government, 2000.

    Google Scholar

    [9] Cheung W M, Shiu Y K. Assessment of global landslide risk posed by pre-1978 man-made slope features: Risk reduction from 1977 to 2000 achieved by the LPM Programme[C]//Special Project Report No. SPR 6/2000. Geotechnical Engineering Office, Civil Engineering Department, Hong Kong SAR Government, 2000.

    Google Scholar

    [10] Shiu Y K, Chang G W K. Effects of inclination, length pattern and bending stiffness of soil nails on behaviour of nailed structures[C]//Geotechnical Engineering Office, Hong Kong. GEO Report No. 197. Hong Kong: Geotechnical Engineering Office, 2005: 1~116.

    Google Scholar

    [11] Pun W K, Urciuoli G. Soil nailing and subsurface drainage for slope stabilization[J]. Landslides and Engineered Slopes: From the Past to the Future, 2008, (1): 85~126.

    Google Scholar

    [12] Cheung W M, Shum K W, Pun W K. Review of the approach for estimation of pullout resistance of soil nails[C]//Proceedings of HKIE Geotechnical Division Annual Seminar on Applications of Innovative Technologies in Geotechnical Works, Hong Kong, 2008: 95~100.

    Google Scholar

    [13] Shiu Y K, Cheung W M. Long-term durability of steel soil nails (HKIE Transactions Prize 2009)[J]. HKIE Transactions, 2008, 15(3): 1~9.

    Google Scholar

    [14] Cheung W M. Non-destructive tests for determining the lengths of installed steel soil nails[C]//GEO Report No. 133. Geotechnical Engineering Office, Hong Kong, 2003: 1~54.

    Google Scholar

    [15] Mott Connell Ltd. Review of stepped drainage channels: Report prepared under Agreement No. CE 10/2004(GE)[M]. Mott Connell Ltd., 2006: 1~69.

    Google Scholar

    [16] Chanson H. Hydraulic design of stepped cascades, channels, weirs and spillways[M]. Oxford: Pergamon, 1994: 1~261.

    Google Scholar

    [17] Tang C S C, Cheung S P Y. Frequency analysis of extreme rainfall values: Technical Note No. 1/2011[M]. Hong Kong: Geotechnical Engineering Office, 2011: 1~208.

    Google Scholar

  • 加载中
通讯作者: 陈斌, bchen63@163.com
  • 1. 

    沈阳化工大学材料科学与工程学院 沈阳 110142

  1. 本站搜索
  2. 百度学术搜索
  3. 万方数据库搜索
  4. CNKI搜索

Figures(16)

Article Metrics

Article views(556) PDF downloads(8) Cited by(0)

Access History

Other Articles By Authors

Catalog

    /

    DownLoad:  Full-Size Img  PowerPoint