A Numerical Investigation of Dynamic Behavior of a Unit Cell of a Loose sand Reinforced by Stone Column Under the Effect of Gravity Using Finn Model

Author:

Noui AbdelkaderORCID,Karech Toufik,Bouzid Tayeb

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Reference29 articles.

1. Dhouib A, Blondeau F (2005) Colonnes ballastées (techniques de mise en œuvre, domaine d’application, comportement, justification, contrôle, axes de recherches et développement) [Stone columns (implementation techniques, domain of application, behavior, justification, control, research and development axes)]. Presse de l’école nationale des Ponts et chaussées, Paris [In French]

2. Seed HB, Booker JR (1977) Stabilization of potentially liquefiable sand deposits using gravel drain systems. J Eng Mech Div 103(7):757–768

3. Priebe HJ (1998) Vibro-replacement to prevent earthquake induced liquefaction. In: Proceedings of the geotechnique-colloquium, Dramstadt, pp 30–31

4. Ishihara K, Yamazaki F (1980) Cyclic simple shear tests on saturated sand in multidirectional loading. Soils Found 20(1):45–59

5. Adalier K, Elgamal A (2004) Mitigation of liquefaction and associated ground deformations by stone columns. Eng Geol 72:275–291

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4. Seismic analysis of stone column improved liquefiable ground using a plasticity model for coarse-grained soil;Computers and Geotechnics;2020-09

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