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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 DRY DENSITY OF SOIL( pdry) knowing that pwater=1000kg/m3 Select one: O a. 1625 Kg/m3 b. 1635 Kg/m3 c. 1655 Kg/m3 d. 1645 Kg/m3

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 DRY DENSITY OF SOIL( pdry) knowing that pwater=1000kg/m3 Select one: O a. 1625 Kg/m3 b. 1635 Kg/m3 c. 1655 Kg/m3 d. 1645 Kg/m3

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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la A CI Pholl 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 DRY DENSITY OF SOIL( pdry ) knowing that pwater=1000kg/m3 Select one: O a. 1625 Kg/m3 b. 1635 Kg/m3 c. 1655 Kg/m3 d. 1645 Kg/m3 Next pa Jump to... Announcemen
Transcribed Image Text:la A CI Pholl 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 DRY DENSITY OF SOIL( pdry ) knowing that pwater=1000kg/m3 Select one: O a. 1625 Kg/m3 b. 1635 Kg/m3 c. 1655 Kg/m3 d. 1645 Kg/m3 Next pa Jump to... Announcemen
م السبت ۲۹ مابو اليوم Refer to the soil profile shown in figure below CALCULATE EFFECTIVE STRESS (o'c) AT POINT C G.W.T Sand 5m Y sat = 20.9 Clay 4m Ysat = 17. 8 Let the point A at depth "0". point B at depth "Sm", and point C at depth 9m Select one: O a. 88.23 KN/M2 b. 80.34 KN/M2 c. 87.41 KN/M2 d. 79.88 KN/M2
Transcribed Image Text:م السبت ۲۹ مابو اليوم Refer to the soil profile shown in figure below CALCULATE EFFECTIVE STRESS (o'c) AT POINT C G.W.T Sand 5m Y sat = 20.9 Clay 4m Ysat = 17. 8 Let the point A at depth "0". point B at depth "Sm", and point C at depth 9m Select one: O a. 88.23 KN/M2 b. 80.34 KN/M2 c. 87.41 KN/M2 d. 79.88 KN/M2
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