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The total volume of a soil specimen is 80,000 mm3 and it weighs 150 grams. The dry weight of the specimen is 130 grams and the density of the soil solids is 2680 Kg/m3. Find the Specific Gravity of Soil Gs. knowing that pwater3D1000kg/m3 Select one: O a. 2.68 O b. 2.78 O c. 2.90 O d. 2.88

The total volume of a soil specimen is 80,000 mm3 and it weighs 150 grams. The dry weight of the specimen is 130 grams and the density of the soil solids is 2680 Kg/m3. Find the Specific Gravity of Soil Gs. knowing that pwater3D1000kg/m3 Select one: O a. 2.68 O b. 2.78 O c. 2.90 O d. 2.88

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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‘م السبت ۲۹ مایو The total volume of a soil specimen is 80,000 mm3 and it weighs 150 grams. The dry weight of the specimen is 130 grams and the density of the soil solids is 2680 Kg/m3. Find the Specific Gravity of Soil Gs. knowing that pwater3D1000kg/m3 Select one: a. 2.68 b. 2.78 O c. 2.90 d. 2.88 Next page Jump to... Announcements ►
Transcribed Image Text:‘م السبت ۲۹ مایو The total volume of a soil specimen is 80,000 mm3 and it weighs 150 grams. The dry weight of the specimen is 130 grams and the density of the soil solids is 2680 Kg/m3. Find the Specific Gravity of Soil Gs. knowing that pwater3D1000kg/m3 Select one: a. 2.68 b. 2.78 O c. 2.90 d. 2.88 Next page Jump to... Announcements ►
ZTI E تحرير Refer to the soil profile shown in figure below: Calculate PORE WATER PRESSURE at point C Knowing that dry unit weight =17.17 KN/M3 and saturated unit weight =18.4 KN/M3 Sand e -0.52 G-2.66 - G.WT Clay •1 G- 2.75 4m Select one: a. 24.26 KN/m2 b. 69.24 KN/m2 c. 39.24 KN/m2 d. 19.88 KN/m2
Transcribed Image Text:ZTI E تحرير Refer to the soil profile shown in figure below: Calculate PORE WATER PRESSURE at point C Knowing that dry unit weight =17.17 KN/M3 and saturated unit weight =18.4 KN/M3 Sand e -0.52 G-2.66 - G.WT Clay •1 G- 2.75 4m Select one: a. 24.26 KN/m2 b. 69.24 KN/m2 c. 39.24 KN/m2 d. 19.88 KN/m2
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