Please Help With My Homework Question. Please Show Correct Work So I Can Learn! I Will Leave Thumbs Up! 4. The following are given for a natural soil deposit:Moist unit weight, = 17.8 kN/m³Moisture content, = 15 %Gs= 2.7This soil is to be excavated and transported to a construction site for use in a compacted fill. If thespecification calls for the soil to be compacted at least to a dry unit weight of 18.4 kN/m³at the samemoisture content of 15%, how many cubic meters of soil from the excavation site are needed toproduce 16000 m² of compacted fill?Total volume of soil to be excavated =5. Standard Proctor compaction test results on a sandy clay (35% sand, 55% clay, and 10% silt),taken from a borrow pit, are given in the following table.4.2 5.116.9 18.1Water content (%)7.89.212Ya (kN/m³)19.619.518.5The sandy clay in the borrow pit has a porosity of 65% and a water content of 5.2%. Ahighway embankment is to be constructed using this soil.a. Specify the compaction (dry unit weight and water content) to be achieved in the field.Justify your specification.b. How many cubic meters of borrow pit soil are needed for 1 cubic meter of highway fill?c. How much water per unit volume is required to meet the specification?d. How many truckloads of soil will be required for a 100,000 m3 highway embankment?Each truck has a load capacity of 22.5 m3 and regulations require a maximum loadcapacity of 90%.

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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/m²at 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 =

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/m²at 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 =

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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Concept explainers

Measuring carpentry and miscellaneous items

The modification of planning and drawing of the construction project into the various descriptions and quantities to estimate the value, cost, and price of the project is known as measurement. The quantity supervisor produces the details of the quantities to the contractor or subcontractor to measure the cost of the work and determine the profit of the contractor or subcontractor. The measurement of the construction work depends on its type, usage, and stages in the project. In the early stage of the project, the details of the project depend on the general parameters. As the work starts, more information is searched and the details are dependent on the elemental estimates of the work.

Question

Please Help With My Homework Question. Please Show Correct Work So I Can Learn! I Will Leave Thumbs Up!

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 m² of compacted fill?
Total volume of soil to be excavated =
5. Standard Proctor compaction test results on a sandy clay (35% sand, 55% clay, and 10% silt),
taken from a borrow pit, are given in the following table.
4.2 5.1
16.9 18.1
Water content (%)
7.8
9.2
12
Ya (kN/m³)
19.6
19.5
18.5
The sandy clay in the borrow pit has a porosity of 65% and a water content of 5.2%. A
highway embankment is to be constructed using this soil.
a. Specify the compaction (dry unit weight and water content) to be achieved in the field.
Justify your specification.
b. How many cubic meters of borrow pit soil are needed for 1 cubic meter of highway fill?
c. How much water per unit volume is required to meet the specification?
d. How many truckloads of soil will be required for a 100,000 m3 highway embankment?
Each truck has a load capacity of 22.5 m3 and regulations require a maximum load
capacity of 90%.

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