As a result of sieve analysis and hydrometer analysis on a soil sample, gravel 40% and sand 18%. Liquid limit value of the soil 58% and plasticity index was determined as 32%. D60, D30 and D10 values ​​according to grain distribution curve 2.4mm, 0.9mm and 0.2mm respectively. According to the findings obtained, the soil sample Make USCS classification.

Q: Q.10 melindiical analysis on four different samples designated as A, B, Cand D were carried out in a…

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Q: 2. The following laboratory test results for Atterberg limits and particle-size distribution (sieve…

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Q: Mechanical analysis on four different samples designated as A, B, Cand D were carried out in a soil…

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Q: Data for Problems 5.12-5.15 You have collected soll samples as part of the investigation for a dam…

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Q: e results of the sieve analysis done on a soil are shown below. Sieve No. Diameter Soil A 4 4.760…

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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: Mechanical analysis on four different samples designated as A, B, C and D were carried out in a soil…

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Q: Mechanical analysis on four different samples designated as A, B, C and D were carried out in a soil…

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Q: Laboratory sieve analysis was carried out on a soil sample using a complete set of standard IS…

A: We will find D60 and D10.

Q: A sample of soil has a plastic limit of (25) % and a liquid limit of (55) % Soil sample was tested…

A: Draw the figure.

Q: Mechanical analysis on four different samples designated as A, B, Cand D were carried out in a soil…

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Q: Q5: Determine the soil particle density of the total soil sample based on the data given in Table…

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Q: The liquid limit and plastic limit of sample are 65% and 29% respectively. The percentage of the…

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Q: Mechanical analysis on four different samples designated as A, B, Cand D were carried out in a soil…

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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: b) Additional representative samples were tested to further classify the soil by means of…

A: Data for Plasticity test Data for liquid limit test

Q: Determine the percentage of the following types of soil in the sample;

A: Gravel (4.75mm)- 0 Coarse-grained- 6% medium grained- 15.74% Fine grained- 19.36% Fines- 13.08%

Q: The results of tests are given below. Hydrometer analysis was carried out on sample D. The soil is…

A: Grain size distribution curves of samples A, B, C and D are given below. The values of CuC_{u}Cu​…

Q: Q.82 Mechanical analysis on four different samples designated as A, B, Cand D were carried out in a…

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Q: Mechanical analysis on four different samples designated as A, B, Cand Dwere carried out in a soil…

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Q: Mechanical analysis on four different samples designated as A, B, Cand D were carried out in a soil…

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Q: Based on the soil classification test, particle passing on sieve No. 200 is 89%, Liquid Limit is 70%…

A: Given data, % passing sieve no. 200 = 89% Liquid limit = 70% Plasticity index = 45%

Q: Q.43 Mechanical analysis on four different samples designated as A, B, Cand D were carried out in a…

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Q: Determine the percentage of the following types of soil in the sample; (i) Gravel (ii) Coarse…

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Q: Mechanical analysis on four different samples designated as A, B. Cand D were carried out in a soil…

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Q: Q.1.34 Mechanical analysis on four different samples designated as A, B, Cand D were carried out in…

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Q: CH soil is formed by chemical 1 weathering * True O False O Neither true nor false

A: The CH soil is the type of clay soil. The CH soil is known as high compressible clay soil. All the…

Soil engineering for highway design

Soil engineering is a part of geotechnical engineering that deals with the characteristics of soil. It also helps to understand the behavior of the soil in different conditions. The basic concepts of soil are studied to check the strength, compressibility, and porosity of the soil. This makes soil engineering an important topic for civil engineering.