2.1.Q.1: Determine the total vertical stress, pore water pressure, and the effective stress of the soil mass at the Centre of the clay layer and at the Centre of the sand layer for the conditions stated below when an embankment is to be constructed from a fill on ground surface. For more details, please find excel sheet Note: Clay layer follows sand layer a) Before the construction of the embankment. b) Immediately after the construction of the embankment. c) When ground water table lies at surface of ground level and below the foundation and discuss the change in the stresses values if any. Given data: Depth of Clay layer= 5 Depth of Sand layer= 5 Saturated unit weight of clay kN/m³ = 17 Saturated unit weight of sand kN/m³ = 18 Height of Embankment= 4 Unit weight of Embankment kN/m³= 17
2.1.Q.1: Determine the total vertical stress, pore water pressure, and the effective stress of the soil mass at the Centre of the clay layer and at the Centre of the sand layer for the conditions stated below when an embankment is to be constructed from a fill on ground surface. For more details, please find excel sheet Note: Clay layer follows sand layer a) Before the construction of the embankment. b) Immediately after the construction of the embankment. c) When ground water table lies at surface of ground level and below the foundation and discuss the change in the stresses values if any. Given data: Depth of Clay layer= 5 Depth of Sand layer= 5 Saturated unit weight of clay kN/m³ = 17 Saturated unit weight of sand kN/m³ = 18 Height of Embankment= 4 Unit weight of Embankment kN/m³= 17
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter2: Geotechnical Properties Of Soil
Section: Chapter Questions
Problem 2.10P: The soil profile at a site consists of 10 m of gravelly sand underlain by a soft clay layer. The...
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Given data:
Depth of Clay layer= 5
Depth of Sand layer= 5
Saturated unit weight of clay kN/m3 = 17
Saturated unit weight of sand kN/m3 = 18
Height of Embankment= 4
Unit weight of Embankment kN/m3= 17
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