Table 5 Optimum Moisture Contents (OMC) and Maximum Dry Density (MDD) of Broome-Pindan Soil and Mixtures
From: Investigation of Pindan soil modified with polymer stablisers for road pavement
Modified Proctor Compaction Test | ||
|---|---|---|
Sample | OMC (%) | MDD (kN/m3) |
Untreated Pindan Soil | 9.4 | 18.74 |
Sample A (1% Polymer) | 8.6 | 19.05 |
Sample A (2% Polymer) | 8.2 | 18.80 |
Sample A (3% Polymer) | 8.2 | 18.90 |
Sample B (0.001% Polymer) | 8.3 | 19.21 |
Sample B (0.002% Polymer) | 8.2 | 19.15 |
Sample B (0.003% Polymer) | 8.0 | 19.19 |
Sample C (0.5% Polymer) | 7.4 | 19.70 |
Sample C (0.7% Polymer) | 7.2 | 19.40 |
Sample C (1.0% Polymer) | 7.2 | 19.42 |