Laboratory tests on criteria for evaluating the effects of liquefaction on cemented sand
Author:
Affiliation:
1. Central Research Institute of Electric Power Industry
2. Civil Engineering Research & Environmental Studies, Inc.
3. Tokyo Electric Power Company Holdings
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/16/10_v10.OS-5-01/_pdf
Reference5 articles.
1. 1) Clough, G. W., Iwabuchi, J., Rad, N. S., and Kuppusamy, T. (1989): Influence of Cementation on Liquefaction of Sands. Journal of Geotechnical Engineering, 115(8), 1102-1117.
2. 2) Koseki, J., Yoshida, T., and Sato, T. (2005): Liquefaction Properties of Toyoura Sand in Cyclic Tortional Shear Tests Under Low Confining Stress. Soils and Foundations, 45(5), 103-113.
3. 3) Ruffolo, R. M., and Shakoor, A. (2009): Variability of unconfined compressive strength in relation to number of test samples. Engineering Geology, 108(1), 16-23.
4. 4) Saxena, S. K., Reddy, K. R., and Avramidis, A. S. (1988): Liquefaction Resistance of Artificially Cemented Sand. Journal of Geotechnical Engineering, 114(12), 1395-1413.
5. 5) Suazo, G., Fourie, A., and Doherty, J. (2017): Cyclic Shear Response of Cemented Paste Backfill. Journal of Geotechnical and Geoenvironmental Engineering, 143(1), 04016082.
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