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Theoretical relation developed between maximum bending moment on sheet pile wall driven into clay and stability number, flexibility number, and geometrical parameters; limited experiments show reasonable agreement; consideration is given to final earth pressures some time after construction; design is briefly outlined.
Theoretical relation developed between maximum bending moment on sheet pile wall driven into clay and stability number, flexibility number, and geometrical parameters; limited experiments show reasonable agreement; consideration is given to final earth pressures some time after construction; design is briefly outlined.
Sheet-pile walls in clay
Instn Civ Engrs -- Proc
Rowe, P.W. (author)
1957
26 pages
Article (Journal)
English
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