Assessment of natural slopes susceptible to failure in heavy rainfall based on in-situ cone resistance data

Author:

Athapaththu A.M.R.G.1,Tsuchida Takashi1

Affiliation:

1. Department of Civil and Environmental Engineering, Hiroshima University

Publisher

The Japanese Geotechnical Society

Subject

General Computer Science

Reference7 articles.

1. 1) Athapaththu A.M.R.G., Tsuchida T., Kano S. (2014): A new geotechnical method for natural slope exploration and analysis, Natural hazards( Journal of the international Society for the prevention and mitigation of natural hazards), DOI 10.1007/s11069-014-1384-0.

2. 2) Athapaththu A.M.R.G., Tsuchida T., Suga K., Kano S. (2007): evaluation of in-situ strength variability of Masado soils,. J.of Jap. Soc. of Civil Engng.-JSCE, 63(3), 848-861.

3. 3) Athapaththu A.M.R.G., Tsuchida T., Suga K., Kano S. (2007): A lightweight dynamic cone penetrometer for evaluation of natural Masado slopes. J.of Jap. Soc. of Civil Engng.-JSCE, 63(2), 403-416

4. 4) Hiroshima prefecture (2011) :http://www.pref.hiroshima.lg.jp/page/1171592994610/index.html

5. 5) Langton D.D. (1999): The PANDA-lightweight penetrometer for soil investigation and monitoring material compaction, Ground Engng., 33-37

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