A sample of field soil is tested in the laboratory. The results of Standard and Modified Proctortests at optimum moisture content are given in the Table below:Standard Proctor testModified Proctor testMass of wet soil in the mold (g)18002000Volume of Proctor mold (cm2)9001000Optimum moisture content (%)1210At the field, a sample of 600 cm3 of this soil weighted 1200 g. The weight of water in this samplewas 200 g. Find the following:1- Degree of compaction (Relative compaction) (R%) at Standard Proctor test.2- Degree of compaction (Relative compaction) (R%) at Modified Proctor test.

A sample of field soil is tested in the laboratory. The results of Standard and Modified Proctor tests at optimum moisture content are given in the Table below: Standard Proctor test Modified Proctor test Mass of wet soil in the mold (g) Volume of Proctor mold (cm) Optimum moisture content (%) 1800 2000 900 1000 12 10 At the field, a sample of 600 cm3 of this soil weighted 1200g. The weight of water in this sample was 200 g. Find the following: 1- Degree of compaction (Relative compaction) (R%) at Standard Proctor test. 2- Degree of compaction (Relative compaction) (R%) at Modified Proctor test.

A sample of field soil is tested in the laboratory. The results of Standard and Modified Proctor tests at optimum moisture content are given in the Table below: Standard Proctor test Modified Proctor test Mass of wet soil in the mold (g) Volume of Proctor mold (cm) Optimum moisture content (%) 1800 2000 900 1000 12 10 At the field, a sample of 600 cm3 of this soil weighted 1200g. The weight of water in this sample was 200 g. Find the following: 1- Degree of compaction (Relative compaction) (R%) at Standard Proctor test. 2- Degree of compaction (Relative compaction) (R%) at Modified Proctor test.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter5: Soil Compaction

Section: Chapter Questions

Problem 5.17CTP

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