Batter Piles can be modelled to an estimated maximum probable impact load. the end conditions are based on the lateral stiffness of soil on which the piles are embedded. If you have SPT Test result or any other soil exploration data. you can find the lateral stiffness of soil at different depths using BOWEL's Expression. Refer Foundation engineering Book of J.C. Bowels.
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I donno about FLAC3D
Batter Piles can be modelled to an estimated maximum probable impact load. the end conditions are based on the lateral stiffness of soil on which the piles are embedded. If you have SPT Test result or any other soil exploration data. you can find the lateral stiffness of soil at different depths using BOWEL's Expression. Refer Foundation engineering Book of J.C. Bowels.