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Modelling of lateral multi-linear spring support for Piles with P-Y curve from LPILE

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I am learning how to model the lateral multi-linear soil spring. Taking an example from Lpile as reference, I tried to model the the pile, using discrete points of multi-linear support. The manual is not clear about how to model the spring, and the representation of the figures and units. After many trials, this is the model I got. The result is very much difference from LPILE OUTPUT. I not sure what is the defects in my model.

I attached the model here for inspection.

communities.bentley.com/.../Test-LPile-ex17.std


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