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Problem # 4. Specifications for a proposed earth fill require that the soil be compacted to 95% of Standard proctor dry density. Test on glacial till borrow material indicates ymax=19.51 kN/m at an optimum water content of 12%. The borrow material in its natural condition has a void ratio of 060. If the sp. Gr. Is 2.65 a. Compute the void ratio of the soil. b. Compute the volume of the solids. Compute the maximum volume of the borrow required to make one cu.m. of acceptable compacted fill. C.

Problem # 4. Specifications for a proposed earth fill require that the soil be compacted to 95% of Standard proctor dry density. Test on glacial till borrow material indicates ymax=19.51 kN/m at an optimum water content of 12%. The borrow material in its natural condition has a void ratio of 060. If the sp. Gr. Is 2.65 a. Compute the void ratio of the soil. b. Compute the volume of the solids. Compute the maximum volume of the borrow required to make one cu.m. of acceptable compacted fill. C.

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. Specifications for a proposed earth fill require that the soil be compacted to 95% of Standard proctor dry density. Test on glacial till borrow material indicates Ymax= 19.51 kN/m³ at an optimum water content of 12%. The borrow material in its natural condition has a void ratio of 060. If the sp. Gr. Is 2.65 a. Compute the void ratio of the soil. b. Compute the volume of the solids. Compute the maximum volume of the borrow required to make one cu.m. of acceptable compacted fill. C.
Transcribed Image Text:Problem # 4. Specifications for a proposed earth fill require that the soil be compacted to 95% of Standard proctor dry density. Test on glacial till borrow material indicates Ymax= 19.51 kN/m³ at an optimum water content of 12%. The borrow material in its natural condition has a void ratio of 060. If the sp. Gr. Is 2.65 a. Compute the void ratio of the soil. b. Compute the volume of the solids. Compute the maximum volume of the borrow required to make one cu.m. of acceptable compacted fill. C.
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