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Distribution of earth pressure on sheet-pile walls
Distribution coefficient method evolved provides solution in which wall deformation and earth pressure distribution are interrelated; variation of coefficient of earth pressure is presented as function of sheet-pile flexural rigidity number, penetration depth, tie-rod position, tie-rod yielding and soil characteristics; obtained earth pressure distribution curves exhibit effect of arching in soil mass; both pressure distribution curves and computed maximum bending moment and tie-rod load values are in agreement with test results. (00724)
Distribution of earth pressure on sheet-pile walls
Distribution coefficient method evolved provides solution in which wall deformation and earth pressure distribution are interrelated; variation of coefficient of earth pressure is presented as function of sheet-pile flexural rigidity number, penetration depth, tie-rod position, tie-rod yielding and soil characteristics; obtained earth pressure distribution curves exhibit effect of arching in soil mass; both pressure distribution curves and computed maximum bending moment and tie-rod load values are in agreement with test results. (00724)
Distribution of earth pressure on sheet-pile walls
ASCE J Soil Mech Found Div
Turabi, D.A. (Autor:in) / Balla, A. (Autor:in)
1968
31 pages
Aufsatz (Zeitschrift)
Englisch
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