Analysis of Cantilever Sheet Piling in Stratified Cohesive Soils

Jay S. DeNatale and German A. Ibarra-Encinas
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Jay S. DeNatale: The University of Arizona
German A. Ibarra-Encinas: The University of Arizona

Chapter S16 in Numerical Techniques for Engineering Analysis and Design, 1987, pp 669-676 from Springer

Abstract: Summary Currently available equations for cantilever sheet pile design are restricted to homogeneous or presupposed homogeneous soils below the dredge line. Since the composition of natural soil deposits is often quite complex, an analytical formulation is developed to permit the determination of required piling penetration for the case of stratified foundation soils. A computer program SPILE is developed to solve the generalized equations for the required penetration depth and consequent maximum bending moment.

Keywords: Earth Pressure; Cohesive Soil; Foundation Soil; Pivot Point; Lateral Stress (search for similar items in EconPapers)
Date: 1987
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Persistent link: https://EconPapers.repec.org/RePEc:spr:sprchp:978-94-009-3653-9_74

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DOI: 10.1007/978-94-009-3653-9_74

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