How to calculate the new parameters of geosynthetic encased stone columns for the two dimensional analysis ?

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Jorge Castro

Converting the encasement to two dimension is a real issue.

For non-encased columns, here you can find a summary of options:

http://www.mdpi.com/1996-1944/10/7/782

Karthigeyan . S

I recommend you to conduct direct shear test for stone to measure both cohesion and angle of internal friction. Also, conduct strength test i.e. triaxial test then from stress - strain curve obtained form the test you find out Young's modulus of stone..