Figure Q1 (d) shows a sheet pile wall driven into two layered soil.Plot the active pressure distribution diagram on the sheet pile.Determine the total thrust of the wall.341.035-37-1.53 mC = 0y = 16 kN/m²WT= 35ºY = 19 kN/m³2 mC = 17 kN/m²$ = 27°3 mYour = 20 kN/m38-42-2Fig.

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Answered: Figure Q1 (d) shows a sheet pile wall…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A retaining wall of height 10 m with clay backfill is shown in the figure (not to scale). Weight of the retaining wall is 5000 kN per m acting at 3.3 m from the toe of the retaining wall. The interface friction ER angle between base of the retaining wall and the base soil is 20. The depth of clay in front of the retaining wall is 2.0 m. The properties of the clay backfill and the clay placed in front of the retaining wall are the same. Assume that the tension crack is filled with water. Use Rankine's earth pressure theory. Take unit weight of water, Y = 9.81 kN/m³ Yw
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2m 3.5m Ax m 5.00m SIA 2 3.00 m 15 m Figure (1) ZOL Question II: The section through part of a cofferdam is shown in Figure (1), the saturated unit weight of the soil being 19.5 kN/m³. Determine the value of effective vertical stress at point (A), and find the factor of safety against a heave failure in the excavation adjacent to the sheet piling.
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Figure Q1 (d) shows a sheet pile wall driven into two layered soil. Plot the active pressure distribution diagram on the sheet pile. Determine the total thrust of the wall. 341.0 35-37-1.5 3 m C = 0 y = 16 kN/m² WT = 35º Y = 19 kN/m³ 2 m C = 17 kN/m² $ = 27° 3 m Your = 20 kN/m 38-42-2 Fig.