Abstract
In order to investigate the consistency limits of acidified soil by air drying, liquid limit and plastic limit tests were performed on soils sampled from the excavation slope. As a result, the hydrogen-ion concentration exponent (pH) values decreased with preserving time and the decreasing degree was influenced by preserving temperature. In addition, it was found that the consistency limits decreased with a decrease of pH, the classified group for engineering purpose transmited from C'H-group to ML-group. Therefore, pH is the most important factor in considering geotechnical environments.