Advances in Civil Engineering / 2022 / Article / Tab 1 / Research Article
Contemplated Investigation and Statistical Prediction of the Swelling Potential of Expansive Soils Using Index Properties of Holte Town, Southern Ethiopia Table 1 Test pit locations and in situ test results.
Test pits Longitude Latitude Depth (m) Bulk density(g/cm3 ) w (%) In situ dry density (g/cm3 ) TP1 37°27′13.03″E 5°39′22.30″N 1.5 1.66 33.47 1.24 3.0 1.69 37.57 1.23 TP2 37°26′55.05″E 5°39′5832″N 1.5 1.72 33.63 1.29 2.5 1.68 39.35 1.21 TP3 37°27′14.58″E 5°39′39.26″N 1.5 1.71 31.21 1.30 2.5 1.71 37.93 1.24 TP4 37°26′56.66″E 5°39′32.88″N 1.5 1.70 32.80 1.28 2.5 1.71 40.40 1.22 TP5 37°27′0.87″E 5°39′8.20″N 1.5 1.66 31.68 1.26 2.2 1.70 39.44 1.22 TP6 37°27′19.34″E 5°39′7.99″N 1.5 1.65 33.42 1.24 2.0 1.70 37.94 1.23 TP7 37°27′22.30″E 5°39′51.74″N 1.5 1.71 31.58 1.30 2.25 1.68 39.51 1.21 TP8 37°26′56.93″E 5°39′48.64″N 1.5 1.71 31.71 1.30 2.2 1.73 40.93 1.23 TP9 37°27′10.71″E 5°39′58.50″N 1.5 1.72 32.26 1.30 2.2 1.70 40.73 1.21 TP10 37°27′9.86″E 5°39′55.91″N 1.5 1.68 35.18 1.24 2.0 1.67 36.99 1.22 TP11 37°26′56.40″E 5°38′53.28″N 1.5 1.60 32.56 1.20 2.5 1.69 37.23 1.23 TP12 37°26′42.63″E 5°39′13.12″N 1.5 1.66 31.98 1.26 3.0 1.67 39.5 1.20 TP13 37°27′33.55″E 5°38′59.59″N 1.5 1.63 34.01 1.22 2.0 1.66 36.83 1.21 TP14 37°27′31.49″E 5°39′19.76″N 1.5 1.66 32.97 1.25 2.5 1.70 36.74 1.24 TP15 37°27′31.34″E 5°39′41.51″N 1.5 1.71 31.33 1.30 3.0 1.73 38.00 1.25