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0 0 1 2. Undisturbed soil sample was collected from the field in steel Shelby tubes for laboratory evaluation. The tube sample has a diameter of 71 mm, length of 558 mm, and a moist weight of 42.5x10³ kN. If the oven-dried weight was 37.85x10³ kN, and Gs=2.69, calculate the following: a. Moist unit weight b. Field moisture content c. Dry unit weight d. Void ratio e. Degree of saturation 1/2 3. From the test of Atterberg Limit to determine the liquid limit of silty clay, the results are as follow: No. of blow Water content (%) 17 63.8 22 63.1 28 60.6 34 60.5 The water content of two plastic limit (PL) is 28.3% and 29.2%. The natural water 180/

0 0 1 2. Undisturbed soil sample was collected from the field in steel Shelby tubes for laboratory evaluation. The tube sample has a diameter of 71 mm, length of 558 mm, and a moist weight of 42.5x10³ kN. If the oven-dried weight was 37.85x10³ kN, and Gs=2.69, calculate the following: a. Moist unit weight b. Field moisture content c. Dry unit weight d. Void ratio e. Degree of saturation 1/2 3. From the test of Atterberg Limit to determine the liquid limit of silty clay, the results are as follow: No. of blow Water content (%) 17 63.8 22 63.1 28 60.6 34 60.5 The water content of two plastic limit (PL) is 28.3% and 29.2%. The natural water 180/

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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202210151847190460001172_Assignment 1 - Soil Mechanic (CIVL6113013) (1).pdf - Adobe Acrobat Reader (64-bit) File Edit View Sign Window Help Home Tools 1 T LI 2022101518471904... * ↓ 1 / 2 2. Undisturbed soil sample was collected from the field in steel Shelby tubes for laboratory evaluation. The tube sample has a diameter of 71 mm, length of 558 mm, and a moist weight of 42.5x10³ kN. If the oven-dried weight was 37.85x10³ kN, and Gs = 2.69, calculate the following: a. Moist unit weight b. Field moisture content c. Dry unit weight d. Void ratio e. Degree of saturation 3. From the test of Atterberg Limit to determine the liquid limit of silty clay, the results are as follow : Water content (%) 63.8 63.1 No. of blow 17 22 28 60.6 34 60.5 The water content of two plastic limit (PL) is 28.3% and 29.2%. The natural water content (ON) is 48%. Base on the data, determine the following parameter : a. Liquid Limit and Plastic Limit b. Plasticity Index c. Liquid Index and Consistency Index zoom I 58% Search 'Bates' I Export PDF Select PDF File Adobe Export PDF Convert PDF Files to Word or Excel Online Convert to 2022101518...13) (1).pdf X Microsoft Word (*.docx) Document Language: English (U.S.) Change Sign In Convert Edit PDF < Free 7-Day Trial X Convert, edit and e-sign PDF forms & agreements 20:04 26/10/2022
Transcribed Image Text:202210151847190460001172_Assignment 1 - Soil Mechanic (CIVL6113013) (1).pdf - Adobe Acrobat Reader (64-bit) File Edit View Sign Window Help Home Tools 1 T LI 2022101518471904... * ↓ 1 / 2 2. Undisturbed soil sample was collected from the field in steel Shelby tubes for laboratory evaluation. The tube sample has a diameter of 71 mm, length of 558 mm, and a moist weight of 42.5x10³ kN. If the oven-dried weight was 37.85x10³ kN, and Gs = 2.69, calculate the following: a. Moist unit weight b. Field moisture content c. Dry unit weight d. Void ratio e. Degree of saturation 3. From the test of Atterberg Limit to determine the liquid limit of silty clay, the results are as follow : Water content (%) 63.8 63.1 No. of blow 17 22 28 60.6 34 60.5 The water content of two plastic limit (PL) is 28.3% and 29.2%. The natural water content (ON) is 48%. Base on the data, determine the following parameter : a. Liquid Limit and Plastic Limit b. Plasticity Index c. Liquid Index and Consistency Index zoom I 58% Search 'Bates' I Export PDF Select PDF File Adobe Export PDF Convert PDF Files to Word or Excel Online Convert to 2022101518...13) (1).pdf X Microsoft Word (*.docx) Document Language: English (U.S.) Change Sign In Convert Edit PDF < Free 7-Day Trial X Convert, edit and e-sign PDF forms & agreements 20:04 26/10/2022
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