The results from a soil compaction test are shown in the table below. The solid grains of the soil have a specific gravity of 2.65.Yary(kN m³)at 2.5%airvoidsSampleW.m/c(%) (KN/m')Yary(kN/m)191220.93.1620.242019.7Which series below gives the dry density at 2.5% air voids (samples 1 to 4) in above table:a. 20.5, 19.2, 17.8, 16.6O b. 20.2, 19.2, 17.8, 17.0O. 20.5, 19.2, 17.8, 17.0O d. 20.5, 19.2, 18.1, 16.6

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The results from a soil compaction test are shown in the table below. The solid grains of the soil have a specific gravity of 2.65. Yary (kN m) at 2.5% air voids Sample Yary m/c(%) KN/m') (KN/m) W. 9. 19 2 12 20.9 16 20.2 4 20 19.7 Which series below gives the dry density at 2.5% air voids (samples 1 to 4) in above table: O a. 20.5, 19.2, 17.8, 16.6 O b.20.2, 19.2, 17.8, 17.0 O. 20.5, 19.2, 17.8, 17.0 O d. 20.5, 19.2, 18.1, 16.6

The results from a soil compaction test are shown in the table below. The solid grains of the soil have a specific gravity of 2.65. Yary (kN m) at 2.5% air voids Sample Yary m/c(%) KN/m') (KN/m) W. 9. 19 2 12 20.9 16 20.2 4 20 19.7 Which series below gives the dry density at 2.5% air voids (samples 1 to 4) in above table: O a. 20.5, 19.2, 17.8, 16.6 O b.20.2, 19.2, 17.8, 17.0 O. 20.5, 19.2, 17.8, 17.0 O d. 20.5, 19.2, 18.1, 16.6

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter3: Weight–volume Relationships

Section: Chapter Questions

Problem 3.18P

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