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4. The following are given for a natural soil deposit: Moist unit weight, = 17.8 kN/m3 Moisture content, = 15 % Gs= 2.7 This soil is to be excavated and transported to a construction site for use in a compacted fill. If the specification calls for the soil to be compacted at least to a dry unit weight of 18.4 kN/m³at the same moisture content of 15%, how many cubic meters of soil from the excavation site are needed to produce 16000 m3 of compacted fill? Total volume of soil to be excavated = bie

4. The following are given for a natural soil deposit: Moist unit weight, = 17.8 kN/m3 Moisture content, = 15 % Gs= 2.7 This soil is to be excavated and transported to a construction site for use in a compacted fill. If the specification calls for the soil to be compacted at least to a dry unit weight of 18.4 kN/m³at the same moisture content of 15%, how many cubic meters of soil from the excavation site are needed to produce 16000 m3 of compacted fill? Total volume of soil to be excavated = bie

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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4. The following are given for a natural soil deposit: Moist unit weight, = 17.8 kN/m3 Moisture content, = 15 % Gs= 2.7 This soil is to be excavated and transported to a construction site for use in a compacted fill. If the specification calls for the soil to be compacted at least to a dry unit weight of 18.4 kN/m³at the same moisture content of 15%, how many cubic meters of soil from the excavation site are needed to produce 16000 m3 of compacted fill? Total volume of soil to be excavated = bie
Transcribed Image Text:4. The following are given for a natural soil deposit: Moist unit weight, = 17.8 kN/m3 Moisture content, = 15 % Gs= 2.7 This soil is to be excavated and transported to a construction site for use in a compacted fill. If the specification calls for the soil to be compacted at least to a dry unit weight of 18.4 kN/m³at the same moisture content of 15%, how many cubic meters of soil from the excavation site are needed to produce 16000 m3 of compacted fill? Total volume of soil to be excavated = bie
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