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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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