Numerical simulation of volcanic soil slope failure under coupled freeze-thaw and rainfall infiltration effects
Author:
Affiliation:
1. Hokkaido University
2. Tomakomai National College of Technology
Publisher
The Japanese Geotechnical Society
Subject
General Computer Science
Link
https://www.jstage.jst.go.jp/article/jgssp/1/7/1_JPN-23/_pdf
Reference8 articles.
1. 1) Bishop, A.W. (1959): The principle of effective stress, Teknisk Ukeblad, 39, 859-863.
2. 2) Fredlund, D.G., Morgenstern, N.R., and Widger, R.A. (1978): The shear strength of unsaturated soils, Canadian Geotechnical Journal, 15, 313-321.
3. 3) Kawamura, S., and Miura, S. (2013): Rainfall-induced failures of volcanic slopes subjected to freezing and thawing, Soils and Foundations, 53(3), 443-461.
4. 4) Kawamura, S., Miura, S., Yokohama, S., Kudo, A., and Kaiya, N. (2013): Field monitoring of embankment constructed by volcanic soil and its evaluation, GeoCongress-2013, ASCE-Geotechnical Special Publication, 231, 373-382.
5. 5) Krahn., J. (2004): Stability modelling with SLOPE/W - An Engineering Methodology. GEO-SLOPE/W International Ltd., Alberta, Canada.
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1. Stability Analysis of Soil Embankment Slope Reinforced with Polypropylene Fiber under Freeze-Thaw Cycles;Advances in Materials Science and Engineering;2019-01-21
2. A Case Study of a Cut Slope Failure Influenced by Snowmelt and Rainfall;Procedia Engineering;2017
3. Geohazard at volcanic soil slope in cold regions and its influencing factors;Japanese Geotechnical Society Special Publication;2015
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