Micaceous Sands: Microscale Mechanisms and Macroscale Response

Author:

Lee Jong-Sub123,Guimaraes Maria123,Santamarina J. Carlos123

Affiliation:

1. Assistant Professor, Dept. of Civil, Environmental and Architectural Engineering, Korea Univ., Seoul 136-701, Korea.

2. Research Engineer, Aalborg Portland, Aalborg, Denmark.

3. Professor, Dept. of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference27 articles.

1. Fluid flow through granular beds;Carman P. C.;Trans. Inst. Chem. Eng.,1937

2. Particle Shape Effects on Packing Density, Stiffness, and Strength: Natural and Crushed Sands

3. de Graft–Johnson J. W. S. Bhatia H. S. and Gidigasu D. M. (1969). “The strength characteristics of residual micaceous soils and their application to stability problems.” Proc. 7th Int. Conf. on Soil Mechanics and Foundation Engineering Mexico 165–172.

4. Experimental Study of the Porosity and Permeability of Clastic Sediments

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