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Determine the lateral earth force at rest per unit length of the retaining wall when ground water table is acting at 2m below ground surface and find out the location of the resultant force. Clay layer overlies sand layer. Details: Depth of Clay layer = 7 Depth of Sand layer = 4 Unit weight of clay kN/ m³ = 23 Unit weight of sand kN/ m3 = 2 Ø in both layers = 30 %3D %3D C = 0

Determine the lateral earth force at rest per unit length of the retaining wall when ground water table is acting at 2m below ground surface and find out the location of the resultant force. Clay layer overlies sand layer. Details: Depth of Clay layer = 7 Depth of Sand layer = 4 Unit weight of clay kN/ m³ = 23 Unit weight of sand kN/ m3 = 2 Ø in both layers = 30 %3D %3D C = 0

Structural Analysis
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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Q3 Determine the lateral earth force at rest per unit length of the retaining wall when ground water table is acting at 2m below ground surface and find out the location of the resultant force. Clay layer overlies sand layer. Details: Depth of Clay layer = 7 Depth of Sand layer = 4 Unit weight of clay kN/ m³ = 23 Unit weight of sand kN/ m3 = 2 Ø in both layers = 30 C = 0
Transcribed Image Text:Q3 Determine the lateral earth force at rest per unit length of the retaining wall when ground water table is acting at 2m below ground surface and find out the location of the resultant force. Clay layer overlies sand layer. Details: Depth of Clay layer = 7 Depth of Sand layer = 4 Unit weight of clay kN/ m³ = 23 Unit weight of sand kN/ m3 = 2 Ø in both layers = 30 C = 0
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