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Determination of the Embedment Depth of Sheetpile Walls in Wet Soils
Amethod for assessing the stability of cantilever sheetpile walls under the conditions of water seepage into the enclosing construction pit is described. The embedment depth of sheet piles is determined by their stability against overturning and shear together with the retained soil mass, as well as the condition of suffusion strength of the soil.
Determination of the Embedment Depth of Sheetpile Walls in Wet Soils
Amethod for assessing the stability of cantilever sheetpile walls under the conditions of water seepage into the enclosing construction pit is described. The embedment depth of sheet piles is determined by their stability against overturning and shear together with the retained soil mass, as well as the condition of suffusion strength of the soil.
Determination of the Embedment Depth of Sheetpile Walls in Wet Soils
Power Technol Eng
Bukhartsev, V. N. (Autor:in) / Dang, T. T. (Autor:in)
Power Technology and Engineering ; 54 ; 623-627
01.01.2021
5 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Determination of the Embedment Depth of Sheetpile Walls in Wet Soils
Online Contents | 2021
|Concrete sheetpile walls retain canal banks
Engineering Index Backfile | 1940
NTIS | 1976
|Prestressed sheetpile underpinning
Engineering Index Backfile | 1957
|Prestressed bracing holds sheetpile wall
Engineering Index Backfile | 1949