9. The results of a Standard Proctoretest is tabulated as follows: (CHECK PICTURE)Determine the maximum dry unit weight of compactionDetermine the void ratio at the optimum moisture content Gs = 2.68 Determine the optimum moisture content Determine the degree of saturation at the optimum moisture content 6.Problem:The results of a Standard Proctor Test istabulated as follows:Vol. of ProctorMold (cu.ft)Wt. of wet soilMoisturein mold (Ib)(%)121/303.691/303.82141/303.88161/303.87181/303.81201/303.7721 PROBLEMS for EXERCISESCOMPACTION CURVEMalare Waty Contna $a) Determine the max. dry unit weight ofcompaction.b) Determine the void ratio at the optimummoisture content if Gs = 2.68.c) Determine the optimum moisture content.d) Determine the degree of saturation at the.optimum moisture content.%3D10Problem:

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The results of a Standard Proctoretest is tabulated as follows: (CHECK PICTURE) Determine the maximum dry unit weight of compaction Determine the void ratio at the optimum moisture content Gs = 2.68 Determine the optimum moisture content Determine the degree of saturation at the optimum moisture content

The results of a Standard Proctoretest is tabulated as follows: (CHECK PICTURE) Determine the maximum dry unit weight of compaction Determine the void ratio at the optimum moisture content Gs = 2.68 Determine the optimum moisture content Determine the degree of saturation at the optimum moisture content

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter4: Plasticity And Structure Of Soil

Section: Chapter Questions

Problem 4.3P

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