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Table 6 Averages of UCS Results for the 1-h and 16 days cured samples

From: Investigation of Pindan soil modified with polymer stablisers for road pavement

  UCS of 1-h Curing Samples UCS of 16 days Curing Samples
Sample Actuator strain at peak load (%) Peak compressive strength (kPa) Actuator strain at peak load (%) Peak compressive strength (kPa)
Pindan Soil 2.25 34.67 1.398 1041
Sample A (1%) 2.28 37.67 0.83 603
Sample A (2%) 2.78 38.5 0.83 762
Sample A (3%) 3.15 39.17 0.88 628
Sample B (0.001%) 2.53 48.5 0.89 895
Sample B (0.002%) 2.43 48.8 1.28 949
Sample B (0.003%) 2.48 49.1 1.02 979
Sample C (0.5%) 2.55 38.5 1.10 1313
Sample C (0.7%) 2.93 43.8 1.37 1648
Sample C (1.0%) 3.20 44.4 1.34 1948