Kindly give me both right solutions with clear calculations. Note: Both questions are subbarts please answer all A smooth vertical wall, 4 m high, retains a mass of dry loose sand. The sand has a 30° angle of internal friction and unit weight of 14.8 kN/m³. Compute the total lateral force per meter acting against the wall if the wall is prevented from yielding. A) 39.47 KN B) 59.2 KN C) 75.1 kN D) 141.1 KN Estimate the lateral force per meter run of the wall if sufficient yield of the wall is permitted so as to develop the active Rankine state. A) 39.47 KN B) 59.2 KN C) 75.1 KN D) 141.1 KN
Kindly give me both right solutions with clear calculations. Note: Both questions are subbarts please answer all A smooth vertical wall, 4 m high, retains a mass of dry loose sand. The sand has a 30° angle of internal friction and unit weight of 14.8 kN/m³. Compute the total lateral force per meter acting against the wall if the wall is prevented from yielding. A) 39.47 KN B) 59.2 KN C) 75.1 kN D) 141.1 KN Estimate the lateral force per meter run of the wall if sufficient yield of the wall is permitted so as to develop the active Rankine state. A) 39.47 KN B) 59.2 KN C) 75.1 KN D) 141.1 KN
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter14: Lateral Earth Pressure: Curved Failure Surface
Section: Chapter Questions
Problem 14.5P
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Kindly give me both right solutions with clear calculations.
Note: Both questions are subbarts please answer all
A smooth vertical wall, 4 m high, retains a mass of dry loose sand. The sand has a 30° angle of internal friction and unit weight of 14.8 kN/m³.
Compute the total lateral force per meter acting against the wall if the wall is prevented from yielding.
A) 39.47 KN
B) 59.2 KN
C) 75.1 kN
D) 141.1 KN
Estimate the lateral force per meter run of the wall if sufficient yield of the wall is permitted so as to develop the active Rankine state.
A) 39.47 KN
B) 59.2 KN
C) 75.1 KN
D) 141.1 KN
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