Author:
Wilson José Francisco,Sáez Esteban
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Reference27 articles.
1. Assimaki BD, Kausel E, Whittle A (2000) Model for dynamic shear modulus and damping for granular soils. J Geotech Environ Eng. doi: 10.1061/(ASCE)1090-0241(2000)126:10(859)
2. ASTM D4015-07 (2007) Standard test methods for modulus and damping of soils by resonant-column method. ASTM International, West Conshohocken, PA. www.astm.org
3. Boltachev GS, Volkov NB, Zubarev NM (2012) Tangential interaction of elastic spherical particles in contact. Int J Solids Struct 49(15–16):2107–2114. doi: 10.1016/j.ijsolstr.2012.04.013
4. Bono J, Mcdowell G, Wanatowski D (2012) Discrete element modelling of a flexible membrane for triaxial testing of granular material at high pressures. Géotech Lett 2(4):199–203. doi: 10.1680/geolett.12.00040
5. Chen ATF, Stokoe KH (1979) Interpretation of strain-dependent modulus and damping from torsional soil tests. Report No.USGS-GD-79-002, NTIS No. PB-298479, US. Geological Survey, Menlo Park, CA 94025
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