Evaluation of the dynamic behavior of cemented granular soil by the three-dimensional discrete element bonded contact model

Author:

Mahbubi Motlagh Nazanin,Mahboubi Ardakani Ahmad-RezaORCID,Noorzad Ali

Publisher

Springer Science and Business Media LLC

Subject

Computational Mathematics,Fluid Flow and Transfer Processes,Modeling and Simulation,Numerical Analysis,Civil and Structural Engineering,Computational Mechanics

Reference28 articles.

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2. Meidani M, Shafiei A, Habibagahi G, Jafari MK, Mohri Y, Ghahramani A, Chang CS (2008) Granule shape effect on the shear modulus and damping ratio of mixed gravel and clay. Iran J Sci Technol Trans B Eng 32(B5):501–518

3. Jafarian Y, Haddad A, Javdanian H (2015) Estimating the shearing modulus of Boushehr calcareous sand using resonant column and cyclic triaxial experiments. Modares Civ Eng J 15(4):9–19

4. Navas P, Manzanal D, Stickle MM, Pastor M, Molinos M (2020) Meshfree modeling of cyclic behavior of sands within large strain generalized plasticity framework. Comput Geotech 122:103538

5. Asghari E, Toll DG, Haeri SM (2003) Triaxial behaviour of a cemented gravely sand, Tehran alluvium. Geotech Geol Eng 21:1–28

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