Problems5.1 The results of a standard Proctor test are given below. Determine the marimum dry unit weight of compaction and the optimum moisture content.Weight ofwet soilVolume ofMoisturein the mold(N)Proctor moldcontent(cm')(%)94314.58.494318.4610.294320.7712.394317.8814.694316.1516.85.2 For the soil described in Problem 5.1, if G. = 2.72, determine the void ratioand the degree of saturation at optimum moisture content.

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5.1 The results of a standard Proctor test are given below. Determine the may imum dry unit weight of compaction and the optimum moisture content Weight of Volume of wet soil Moisture Proctor mold in the mold content (cm') (N) (%) 943 14.5 8.4 943 18.46 10.2 943 20.77 12.3 943 17.88 14.6 943 16.15 16.8

5.1 The results of a standard Proctor test are given below. Determine the may imum dry unit weight of compaction and the optimum moisture content Weight of Volume of wet soil Moisture Proctor mold in the mold content (cm') (N) (%) 943 14.5 8.4 943 18.46 10.2 943 20.77 12.3 943 17.88 14.6 943 16.15 16.8

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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