Q1. Grain-size distribution of a soil obtained using sieve shaking and hydrometer test gave the following results: Particle Size (mm) 4.75 Percent Finer (%) 2.00 0.425 0.075 88 61 35 9. The Coefficient of Uniformity Cy and the Coefficient of Curvature Cz of the soil were estimated to be 4.8 and 2.1, respectively. Atterberg limits tests on the fines portion of this soil gave the following results: Liquid Limit organic material. Classify this soil using the Unified Soil Classification System (USCS). Provide both the alphabetical code as well as the description of the soil as your final answer. 70%; Plastic Limit = 25%. The soil was found to contain no
Q1. Grain-size distribution of a soil obtained using sieve shaking and hydrometer test gave the following results: Particle Size (mm) 4.75 Percent Finer (%) 2.00 0.425 0.075 88 61 35 9. The Coefficient of Uniformity Cy and the Coefficient of Curvature Cz of the soil were estimated to be 4.8 and 2.1, respectively. Atterberg limits tests on the fines portion of this soil gave the following results: Liquid Limit organic material. Classify this soil using the Unified Soil Classification System (USCS). Provide both the alphabetical code as well as the description of the soil as your final answer. 70%; Plastic Limit = 25%. The soil was found to contain no
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Transcribed Image Text:Q1. Grain-size distribution of a soil obtained using sieve shaking and hydrometer test gave the
following results:
Particle Size (mm) 4.75
Percent Finer (%)
2.00 0.425
0.075
88
61
35
9
The Coefficient of Uniformity Cy and the Coefficient of Curvature Cz of the soil were estimated
to be 4.8 and 2.1, respectively. Atterberg limits tests on the fines portion of this soil gave the
following results: Liquid Limit = 70%; Plastic Limit = 25%. The soil was found to contain no
organic material. Classify this soil using the Unified Soil Classification System (USCS). Provide
both the alphabetical code as well as the description of the soil as your final answer.
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