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A new building is planned upon the site shown below. Assume that the clay solids have a specific gravity of 2.67. Find the primary consolidation settlement if the clay is normally consolidated. 4p = 1 ksf Sand 8 feet y-110 pef, Water Table 7 feet Y- 115 pef Clay 17 feet w-34%, LL- 50%, 120 pef

A new building is planned upon the site shown below. Assume that the clay solids have a specific gravity of 2.67. Find the primary consolidation settlement if the clay is normally consolidated. 4p = 1 ksf Sand 8 feet y-110 pef, Water Table 7 feet Y- 115 pef Clay 17 feet w-34%, LL- 50%, 120 pef

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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**Problem 4:** A new building is planned upon the site shown below. Assume that the clay solids have a specific gravity of 2.67. Find the primary consolidation settlement if the clay is normally consolidated. **Diagram Explanation:** The diagram represents a cross-section of the soil layers at the construction site. The site is divided into two main layers: 1. **Sand Layer**: - Thickness: 8 feet - Unit Weight (γ): 110 pounds per cubic foot (pcf) - A water table is present at a depth of 7 feet with a unit weight of submerged sand (γ') of 115 pcf. 2. **Clay Layer**: - Thickness: 17 feet - Properties: - Water content (w) = 34% - Liquid Limit (LL) = 50% - Unit Weight (γ) = 120 pcf An additional load of Δp = 1 kilopascal per square foot (ksf) is applied on the surface. The water table is indicated by a blue dashed line. This setup is used to calculate the primary consolidation settlement for a normally consolidated clay layer.
Transcribed Image Text:**Problem 4:** A new building is planned upon the site shown below. Assume that the clay solids have a specific gravity of 2.67. Find the primary consolidation settlement if the clay is normally consolidated. **Diagram Explanation:** The diagram represents a cross-section of the soil layers at the construction site. The site is divided into two main layers: 1. **Sand Layer**: - Thickness: 8 feet - Unit Weight (γ): 110 pounds per cubic foot (pcf) - A water table is present at a depth of 7 feet with a unit weight of submerged sand (γ') of 115 pcf. 2. **Clay Layer**: - Thickness: 17 feet - Properties: - Water content (w) = 34% - Liquid Limit (LL) = 50% - Unit Weight (γ) = 120 pcf An additional load of Δp = 1 kilopascal per square foot (ksf) is applied on the surface. The water table is indicated by a blue dashed line. This setup is used to calculate the primary consolidation settlement for a normally consolidated clay layer.
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