Author:
Taheri A.,Sasaki Y.,Tatsuoka F.,Watanabe K.
Funder
Japan Society for the Promotion of Science
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference42 articles.
1. Akai, K., Ohnishi, Y., Lee, D., 1981. Improved multiple-stage triaxial test method for soft rock. In: Proceedings of the International Symposium on Weak Rock, vol. 1. Tokyo, pp. 75–80.
2. Anderson, W.F., 1974. The use of multi-stage triaxial tests to find the undrained strength parameters of stony boulder clay. In: Proceedings of Institute of Civil Engineering, Pt. 2, vol. 57. Thomas Telford Ltd., London, pp. 367–373.
3. Results from field full-scale loading tests on a bridge abutment with backfill of geogrid-reinforced cement-mixed gravel;Aoki;Geosynthetics Engineering Journal, Japanese Chapter of International Geosynthetics Society,2003
4. Cain, P. Yuen, C. Lebel, G. Crawford, A. Lau, D., 1986. Triaxial Testing of Brittle Sandstone Using a Multiple Failure State Method. Energy, Mines and Resources, Canada—CANMET. Division Report ERP/CRL 86-104 (IR). Energy Research Program. Coal Research Laboratories.
5. Crawford, A., Wylie, D., 1987. A modified multiple failure state triaxial testing method. In: Proceedings of 28th US Symposium on Rock Mechanics. pp. 133–140.
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