Cellular Bulkheads and Cofferdamsby Warren L. Schroeder, (M.ASCE), Prof. of Civ. Engrg.; Oregon State Univ., Corvallis, Oreg.,
James K. Maitland, (A.M.ASCE), Vice Pres.; Willamette Geotechnical, Inc., Corvallis, Oreg.,
Serial Information: Journal of the Geotechnical Engineering Division, 1979, Vol. 105, Issue 7, Pg. 823-837
Document Type: Journal Paper
Abstract: Results of field and laboratory research on cellular sheetpile structures are summarized. Design for both internal stability and overall stability is considered. It is proposed that for cellular bulkheads embedded in sands, neither sliding nor overturning can occur before a cell fails by tilting in the vertical shear mode. Guides for interlock force analysis and selection of lateral earth pressure coefficients for a newly proposed vertical shear model are given.
Subject Headings: Bulkheads | Sandy soils | Sliding effects | Shear failures | Lateral pressure | Soil pressure | Shear forces | Cofferdams
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