The results of a standard Proctor test are given in the following table. Given: Mold volume = 1/30 ft^3 and Gs = 2.69. Determine the void ratio and the degree of saturation at the optimum moisture content. Trial # Weight of moist soil in the mold (lb) Moisture content (%) 1 3.7 8.6 2 4.15 10.6 3 4.69 12.5 4 4.62 14.9 5 4.02 16.7 6 3.63 18.3

Q: Following the sieve analysis and the specific gravity of "SAND 1", a hydrometer test was performed…

A: The hydrometer test is used to determine the distribution of soil particle sizes that are smaller…

Q: 6.41 The results of a standard Proctor test are given in the following table. a. Determine the…

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Q: A laboratory test was conducted according to Method A of the ASTM D4318 to find the liquid limit of…

A: The wet mass of the soil sample with the mass of the can is measured, again the dry mass of the…

Q: Problem 1: The table below present the results of a standard proctor test of a borrow pit soil. FEB…

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Q: How do i solve problem 6.4 a & b

A: The given data is shown below:

Q: TABLE 2 RESULTS OF ORI TEST Water Content (%) Weight (Kg) 14 1.45 16.5 1.71 18.5 1.87 20 1.88 21…

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Q: Problem-1 A soil sample, taken from a borrow pit has a specific gravity of soil solids of 2.65. The…

A: Optimum moisture content, OMC is the water/moisture content at which the soil attains maximum dry…

Q: The laboratory test data for a standard Proctor test are given below. Volume of Moisture content…

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Q: A compaction test was conducted in a soils laboratory using the Standard Proctor Method B test…

A: In a standard proctor test of a sample The weight of the compact soil specimen plus mold and the…

Q: A cohesive soil sample is subjected to an unconfined compression test.  The sample fails at a…

A: Given:- A cohesive soil sample is subjected to an unconfined compression test The sample fails at a…

Q: Sieve analysis was performed on a 1.565 lb dry soil sample "SAND 1", and the following data was…

A: sieve(in)diameter(mm)mass of sieve(lb) m1mass of sieve+retained soil(lb) m2mass retained(m2-m1)%…

Soil Compaction Test

Soil compaction is the major area of geotechnical engineering. Soil is composed of multiple pores present on its surface, while the soil is mainly composed of gravel, sand, rocks, etc. The arrangement of these rocks and gravels is such that they build up voids (spaces) between them, which allows spaces for the roots of the plants and crops to spread and absorb the required amount of nutrients. Soil compaction is a major problem primarily caused by human activities, micro-organisms, and other multiple factors.