Smėlio dalelių morfologinių parametrų įtakos grunto mechaninėms savybėms eksperimentiniai ir skaitiniai tyrimai

Author:

Skuodis Šarūnas

Publisher

Vilnius Gediminas Technical University

Reference126 articles.

1. 1. Abdelrahman, A.; Ashmawy, A. K.; Abdelmoniem, M. 2007. Development of large-scale universal apparatus for testing geosynthetic-soil systems. Australian Journal of Basic and Applied Sciences. 1(3): 341-353.

2. 2. Aydogmus, T.; Tamaskovics, N.; Klapperich, H. 2002. Enhanced shear-pullout-testing device for the examination of the interaction behaviour of soil-geosynthetic-compound- systems, in Proceedings 7th International Conference on Geosynthetics. Nice: 1305-1308.

3. 3. Alava, M. J.; Nukala, P. K V. V.; Zapperi, S. 2006. Statistical models of fracture. Advances in Physics. 55(3-4): 349-476.

4. 4. Alikonis, A.; Amšiejus, J.; Stragys, V. 1999. Improvement of shear box apparatus and methodology of test, in: Soil Mechanics and Geotechnical Engineering, The 12th Euro- pean Conference. Amsterdam, Austria: 1053-1057.

5. A comparative study of various commercially available programs in slope stability analysis;Alkasawneh;Computers and Geotechnics,2008

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