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Previous experimental and theoretical analyses of sheet pile walls anchored by elastic tie rods are extended to include walls built in at top to concrete relieving platform; theoretical reduction curves for anchor force and maximum positive and negative bending moments, from flexure alone; agreement with model observations obtained, allowing for further moment reduction from arching of retained soil.
Previous experimental and theoretical analyses of sheet pile walls anchored by elastic tie rods are extended to include walls built in at top to concrete relieving platform; theoretical reduction curves for anchor force and maximum positive and negative bending moments, from flexure alone; agreement with model observations obtained, allowing for further moment reduction from arching of retained soil.
Sheet-pile walls encastre at Anchorage
Instn Civ Engrs -- Proc
Rowe, P.W. (author)
1955
18 pages
Article (Journal)
English
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