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

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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.