Dynamic properties and liquefaction resistance of soil materials used inearthfill dams – results of laboratory tests

Author:

Xenaki V,Athanasopoulos G

Publisher

Taylor & Francis

Reference9 articles.

1. Andrus, R.D., Stokoe, K.H., II & Roësset, J.M. 1991. Lique- ASCE. faction of gravelly soil at Pence Ranch during the Konno, T., Hatanaka, M., Ishihara, K., Ibe, Y. & Iizuka, S. 1983 Borah Peak, Idaho earthquake. Proceedings of the 1994. Gravelly soil properties evaluation by large scale in-Fifth International Conference on Soil Dynamics and situ cyclic shear tests. In S. Prakash & P. Dakoulas (eds), Earthquake Engineering, Karlsruhe, Germany, Septem- Ground failures under seismic conditions, Atlanta, Georber 1991: 251-262. Elsevier. gia, 9-13 October 1994. Geotechnical Special Publication

2. Design of No.;Arthur H.G.,1993

3. ASTM D 4015-87. Standard test methods for modulus and Prentice-Hall, Inc. damping of soils by the resonant-column method. Ameri- Rollins, K.M., Evans, M.D., Diehl, N.B. & Daily, W.D. 1998. can Society of Testing and Materials, West Conshohocken, Shear modulus and damping relationships for gravels. Pennsylvania, USA, 1990. 04.08: 521-540.Journal of Geotechnical and Geoenvironmental Engineer

4. The Influence of Compaction on the Mechanical Behaviour of a Silty Sand

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