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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

Structural Analysis
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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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.
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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