The standard proctor tests were performed on two types of soil. The results of water content (w) and the unit weight () are given in the table below for "Soil A" and "Soil B". Soil A Unit weight, y Soil B Unit weight, y Water content, w (%) 3.2 5.9 7.8 11.2 16.1 (kN/m³) 16.5 17.3 18 19 18.7 Water content, w (%) 5.9 9.5 12.2 16.2 20.9 (kN/m³) 16.5 17.3 18 19 18.7 (i) Calculate the dry unit weight () for each test. (ii) Plot a graph between dry unit weight (7) and water content (w) for both the soils. (iii) Evaluate the compaction parameters and select the suitable soil.
The standard proctor tests were performed on two types of soil. The results of water content (w) and the unit weight () are given in the table below for "Soil A" and "Soil B". Soil A Unit weight, y Soil B Unit weight, y Water content, w (%) 3.2 5.9 7.8 11.2 16.1 (kN/m³) 16.5 17.3 18 19 18.7 Water content, w (%) 5.9 9.5 12.2 16.2 20.9 (kN/m³) 16.5 17.3 18 19 18.7 (i) Calculate the dry unit weight () for each test. (ii) Plot a graph between dry unit weight (7) and water content (w) for both the soils. (iii) Evaluate the compaction parameters and select the suitable soil.
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter8: Stresses In A Soil Mass
Section: Chapter Questions
Problem 8.3P
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