Advances in Civil Engineering / 2022 / Article / Tab 3 / Research Article
Contemplated Investigation and Statistical Prediction of the Swelling Potential of Expansive Soils Using Index Properties of Holte Town, Southern Ethiopia Table 3 Compaction properties and activity and swelling characteristics test results.
Test pits Depth (m) Compaction Activity, Ac Free swell, Fs (%) Swelling potential, Sp (kPa) Ps (kPa) MDD (g/cm3 ) OMC (%) TP1 1.50 1.26 29.92 0.78 85 4.70 90 3.00 1.25 34.78 0.77 80 4.60 85 TP2 1.50 1.31 31.58 0.77 100 5.81 150 2.50 1.22 34.56 0.76 75 4.74 40 TP3 1.50 1.32 29.69 0.81 105 6.03 180 2.50 1.26 32.84 0.76 100 5.70 100 TP4 1.50 1.29 29.30 0.79 105 5.82 100 2.50 1.23 33.02 0.75 85 4.90 95 TP5 1.50 1.28 27.46 0.83 85 4.93 98 2.20 1.24 35.48 0.75 80 4.89 90 TP6 1.50 1.26 31.06 0.85 105 5.74 150 2.00 1.25 34.31 0.76 100 5.65 120 TP7 1.50 1.33 28.79 0.83 100 5.41 100 2.25 1.22 35.50 0.76 90 4.91 95 TP8 1.50 1.32 31.97 0.77 100 6.05 130 2.20 1.25 32.00 0.75 95 5.88 110 TP9 1.50 1.30 30.00 0.77 100 6.73 130 2.20 1.22 34.88 0.75 90 4.78 90 TP10 1.50 1.26 29.55 0.57 75 2.90 70 2.00 1.24 31.97 0.55 70 2.40 50 TP11 1.50 1.23 27.85 0.67 85 3.42 75 2.50 1.22 32.28 0.56 80 2.61 65 TP12 1.50 1.25 27.42 0.83 105 5.70 110 3.00 1.23 35.01 0.76 95 5.00 95 TP13 1.50 1.24 30.10 0.75 90 4.29 94 2.00 1.24 32.00 0.76 85 3.81 80 TP14 1.50 1.27 31.35 0.80 100 5.32 115 2.50 1.25 34.87 0.75 90 5.00 104 TP15 1.50 1.31 28.79 0.84 105 6.30 160 3.00 1.27 33.24 0.75 95 5.28 120