A sample of soil was tested in the laboratory, and the test results were listed as shown in the table. The liquid limit of the soil was found to be 46.2% and the plastic limit was found to be 21.9%. U.S. Sieve Size 1 in. 3/4 in. 3/8 in. No. 4 No. 10 No. 40 No. 200 Percent Passing 100 100 100 100 85.6 72.3 58.8 Required: Classify the soil by the AASHTO system. Do not include a space between the classification and group index.

A sample of soil was tested in the laboratory, and the test results were listed as shown in the table. The liquid limit of the soil was found to be 46.2% and the plastic limit was found to be 21.9%. U.S. Sieve Size 1 in. 3/4 in. 3/8 in. No. 4 No. 10 No. 40 No. 200 Percent Passing 100 100 100 100 85.6 72.3 58.8 Required: Classify the soil by the AASHTO system. Do not include a space between the classification and group index.

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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