CEN 333 Geotechnical Question 03:The detailed results of a standard proctor test on a soil are shown in the table below.i. Determine the maximum dry unit weight and optimum water content.Volume of mold= 2.305 x 10 mMass of mold, M = 1900 gUnit Weight DataWater Content DataMass of wet soil and mold Mass of can and wet soilMen (grams)Mass of can and dry soilMa (grams)Mass of canM. (grams)M. (grams)6141173.1151.728.716498140.7116.5810.286602121.2103.097.95Solution:2.82.62.43 222.221.81.61.41.2101214161820Water Content, w (%)Dry Unit Weight, kN/m3

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The detailed results of a standard proctor test on a soil are shown in the table below. i. Determine the maximum dry unit weight and optimum water content. Volume of mold - 2.305 x 10 m Mass of mold, M - 1900 g Unit Weight Data Water Content Data Mass of can and dry soil Ma (grams) Mass of can M. (grams) Mass of wet soil and mold Mass of can and wet soil M (grams) M. (grams) 6141 173.1 151.72 8.71 6498 140.7 116.58 10.28 6602 121.2 103.09 7.95

The detailed results of a standard proctor test on a soil are shown in the table below. i. Determine the maximum dry unit weight and optimum water content. Volume of mold - 2.305 x 10 m Mass of mold, M - 1900 g Unit Weight Data Water Content Data Mass of can and dry soil Ma (grams) Mass of can M. (grams) Mass of wet soil and mold Mass of can and wet soil M (grams) M. (grams) 6141 173.1 151.72 8.71 6498 140.7 116.58 10.28 6602 121.2 103.09 7.95

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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