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 ELPLA> PilesIn ELPLA, there are different calculation methods to analysis of the raft on piles. Therefore, the pile group for each method are required to define according to the used soil model as described in the next paragraphs. Pile groups for Simple Assumption Model In this model all forces acting on the raft will be transmit linearly on the piles. When the "Pile groups" command is chosen for this model, the following Table in Figure C71 appears to define the pile diameter. Pile diameter is required for design of the slab for punching shear.
Pile groups for Winkler’s Model For the two methods of Constant and Variable Modulus of Subgrade Reaction (methods 2 and 3), when the modulus of subgrade reaction is required to define by the user, pile groups in this case will be the pile diameter and the pile stiffness, Figure C72.
Pile groups for Isotropic Elastic HalfSpace and Layered soil Models When pile groups are required to define for one of these two soil models, the following Dialog box of Figure C73 appears. The soil data around and under the pile are required to define. Soil data are used to determine the pile stiffness due to the soil type by ELPLA.


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