jaebloom.blogg.se

Flac3d rayleigh damping ratio mohr coulomb
Flac3d rayleigh damping ratio mohr coulomb





flac3d rayleigh damping ratio mohr coulomb

Martin GR, Lam IP, McCaski SL, Tsai CF (1981) A parametric study of an effective stress liquefaction model. In: Second international conference on recent advances in geotechnical earthquake engineering and soil dynamics, St. Office des publications universitaires, Alger īyrne PA (1991) A cyclic shear-volume coupling and pore-pressure model for sand. Soil Dyn Earthq Eng 51:77–96īouafia A (2014) Application de la dynamique des sols (problèmes résolus). J Geotech Geoenviron Eng 135:1672–1682Īsgari A, Olaei M, Bagheri M (2013) Numerical simulation of improvement of a liquefiable soil layer using stone column and pile-pinning techniques. KSCE J Civ Eng 20(2):631–638Įlgamal A, Lu J, Forcellini D (2009) Mitigation of Liquefaction-induced lateral deformation in a sloping stratum: three-dimensional numerical simulation. Tang L, Zhang X, Ling X (2016) Numerical simulation of centrifuge experiments on liquefaction mitigation of silty soils using stone columns. Meshkinghalam H, Hajialilue-Bonab M, Azar AK (2017) Numerical investigation of stone columns system for liquefaction and settlement diminution potential. Sadrekarimi A, Ghalandarzadah A (2005) Evaluation of gravel drains and compacted sand piles in mitigating liquefaction. Qu M, Xie Q, Cao X, Zhao W, He J, Jin J (2016) Model test of stone columns as liquefaction countermeasure in sandy soils. Eng Geol 72:275–291Īdalier K, Elgamal A, Meneses J, Baez J (2003) Stone columns as liquefaction countermeasure in non-plastic silty soils. Soils Found 20(1):45–59Īdalier K, Elgamal A (2004) Mitigation of liquefaction and associated ground deformations by stone columns. Ishihara K, Yamazaki F (1980) Cyclic simple shear tests on saturated sand in multidirectional loading. In: Proceedings of the geotechnique-colloquium, Dramstadt, pp 30–31 Priebe HJ (1998) Vibro-replacement to prevent earthquake induced liquefaction. Seed HB, Booker JR (1977) Stabilization of potentially liquefiable sand deposits using gravel drain systems.

flac3d rayleigh damping ratio mohr coulomb

Presse de l’école nationale des Ponts et chaussées, Paris Dhouib A, Blondeau F (2005) Colonnes ballastées (techniques de mise en œuvre, domaine d’application, comportement, justification, contrôle, axes de recherches et développement).







Flac3d rayleigh damping ratio mohr coulomb