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Application of principle discussed to form of wharf construction which has been used very successfully on Continent for some time; principal feature is flexible retaining wall consisting of line of sheet piles long enough to bring head of piles above high water level and continued upwards as ordinary wall to quay level; earth pressure on sheet wall is unaffected by any loading behind wharf.
Application of principle discussed to form of wharf construction which has been used very successfully on Continent for some time; principal feature is flexible retaining wall consisting of line of sheet piles long enough to bring head of piles above high water level and continued upwards as ordinary wall to quay level; earth pressure on sheet wall is unaffected by any loading behind wharf.
Earth-pressure on flexible walls
Instn Civ Engrs -- Sessional Notices
Stroyer, R.N. (author)
1927
3 pages
Article (Journal)
English
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Earth-pressure on flexible walls
Engineering Index Backfile | 1935
|Earth-pressure on flexible walls
Engineering Index Backfile | 1928
|Earth-pressure on flexible walls
Engineering Index Backfile | 1928
|Earth-pressure on flexible walls
Engineering Index Backfile | 1928
|Earth pressure on flexible retaining walls
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