Sheet Pile Design (checking against heave)
Sheet Pile Design (checking against heave)
(OP)
Designing a sheet pile that will tied to bottom of retaining wall. On one side of retaining wall is 14' of water and nothing on the other. The soil properties below are as follows (0-8' CH -- 9'-12' Peat -- 13'-33' CH). Having trouble with the pressure diagram (for cohesive soils entering peat layer and returning to clay layer). Any guidance or help is appreciated.





RE: Sheet Pile Design (checking against heave)
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Qshake
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RE: Sheet Pile Design (checking against heave)
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RE: Sheet Pile Design (checking against heave)