No.4 1. From the given soil samples below, (a) compute the effective size, uniformity coefficient, andcoefficient of gradation (b) Determine the percent of gravel, sand, silt and clay of soil A usingAASHTOSievesize.0.4250.0330.0180.010.00620.00350.00180.001Soil APassing Finer (%)Number of Blows, (N)152028100908070605040352. Following are the results from the liquid and plastic limit tests for a soil.LIQUID LIMIT TESTMoisture content (%)4240.839.1PLASTIC LIMIT TEST: PL = 18.7%a. Draw the flow curve and obtain the liquid limit.b. What is the plasticity index of the soil?3. The moist unit weight and degree of saturation of a soil are given in the following table:Moist unit weight (lb/cu. Ft)105.73112.67Degree of saturation (%)5075a. Determine the void ratio and specific gravity of the soil.4. A saturated soil has the following chraracteristics:initial volume = 19.65 cu. Cmfinal volume = 13.5 cu. Cmmass of wet soil = 36 gmass of dry soil = 25 ga. Determine the shrinkage limit and the shrinkage ratio

Answered: Image /qna-images/answer/b92fb03e-646f-4bbc-92ce-d63dd086dccf.jpg

4. A saturated soil has the following chraracteristics: initial volume = 19.65 cu. Cm final volume = 13.5 cu. Cm mass of wet soil = 36 g mass of dry soil = 25 g a. Determine the shrinkage limit and the shrinkage ratio

4. A saturated soil has the following chraracteristics: initial volume = 19.65 cu. Cm final volume = 13.5 cu. Cm mass of wet soil = 36 g mass of dry soil = 25 g a. Determine the shrinkage limit and the shrinkage ratio

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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