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Laterally loaded pile groups
Sat, 2009-05-02 09:19 - R.Sabry
Hi, I am Ramy, I am about to perform some analyses on laterally loaded pile groups in sandy soils, does anyone have any idea about the best constitutive model to use?, loading is static. And I am using PLaxis 3D foundations version 2.1 Regards, Ramy
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perhaps consider the following models
I'm not exactly sure. But here are some suggested constitutive models for you to investigate.
Drucker-Prager
Cam-Clay
Dafalias Manzari (seems like this is for sand)
Although, it looks like plaxis 3d only allows the mohr coulomb model, in which case you don't have a choice??
Hi Rami, I think Cam-Clay
Hi Rami,
I think Cam-Clay is more suitable for Clay soils. Try Mohr-Coulomb too.
Regards