Refer to the following data: Dry unit weight of soil in borrow pit Moisture content in borrow pit Specific gravity of the soil particles Modified Proctor optimum moisture content Modified Proctor max, dry density 13.67 kN/m3 13.0% 2.70 14.0% 18.2 kN/m3 Assume 38250 m³ of the soil from the borrow pit is to be delivered to an embankment at a construction site at a moisture content of 9%. With compaction to a minimum of 90% of Modified Proctor max. dry density, determine the total volume of water (in m³ that must be added to the soil to increase the moisture content to the optimum level. (PE)

Refer to the following data: Dry unit weight of soil in borrow pit Moisture content in borrow pit Specific gravity of the soil particles Modified Proctor optimum moisture content Modified Proctor max, dry density 13.67 kN/m3 13.0% 2.70 14.0% 18.2 kN/m3 Assume 38250 m³ of the soil from the borrow pit is to be delivered to an embankment at a construction site at a moisture content of 9%. With compaction to a minimum of 90% of Modified Proctor max. dry density, determine the total volume of water (in m³ that must be added to the soil to increase the moisture content to the optimum level. (PE)

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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Pressure and Stress

Question

find the volume of water

Refer to the following data:
Dry unit weight of soil in borrow pit
Moisture content in borrow pit
Specific gravity of the soil particles
Modified Proctor optimum moisture content
Modified Proctor max. dry density
13.67 kN/m3
13.0%
2.70
14.0%
18.2 KN/m3
Assume 38250 m³ of the soil from the borrow pit is to be delivered to an embankment at
a construction site at a moisture content of 9%. With compaction to a minimum of 90%
of Modified Proctor max. dry density, determine the total volume of water (in m )
that must be added to the soil to increase the moisture content to the optimum level. (PE)

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