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Comparative Study on Predicting the Wetting Band Depth of Unsaturated Road Slope

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한국도로학회논문집 (International journal of highway engineering)
한국도로학회 (Korean Society of Road Engineers)
초록

PURPOSES : In this study, the wetting band depths of road slopes estimated using numerical analyses and one-dimensional empirical equations were evaluated.
METHODS : The one-dimensional empirical equations used in this study to estimate the wetting band depth were the Pradel and Raad equation, based on modifying the Green and Ampt equation, Lumb's equation, and Sun equation. The numerical analysis of a finite load slope model was carried out using the Seep/w program (2D). In particular, the effect of the initial suction, which indicated the effect of the antecedent rainfall based on the soil–water characteristic curve, was examined as one condition. The results of the wetting band depths obtained using the empirical equations were evaluated and compared with those of the numerical analysis.
RESULTS : The wetting band depths obtained using one-dimensional empirical equations were greater than those from the analytical results. In the case of empirical equations, the estimated results obtained for the wetting band depth might be misleading because it has the limitation of being expressed using a one-dimensional equation with an error, owing to several assumptions for the water infiltration phenomenon. It was also found that the accuracy of the wetting band depth was closely related to the results of the soil–water characteristic curve.
CONCLUSIONS : Because the wetting band depths obtained using the empirical equation may lead to overestimation, the slope stability could be evaluated as low; however, there was an advantage in terms of inducing conservative design of the road slope. In addition, it was confirmed that the estimated value of the wetting band depth obtained using the Pradel and Raad equation varied with the suction and volumetric function ratios, and further attention should be paid to these two variables.

목차
ABSTRACT
1. 서론
2. 이론적 배경
    2.1. 불포화지반 특성
    2.2. 경험적 침투 이론
3. 함수특성시험
    3.1. 시험 시료
    3.2. 함수특성시험 개요
    3.3. 함수특성곡선 결과 및 불포화 투수계수 추정
4. 침투깊이 산정
    4.1. 수치해석 조건
    4.2. 이론식 및 수치해석 결과의 비교평가
    4.3. Pradel & Raad 추정식에 대한 고찰
5. 결론
REFERENCES
저자
  • 김병수(일본 오카야마 국립대학교) | Kim Byeong-Su
  • 박성완(단국대학교 공과대학 토목환경공학과) | Park Seong-Wan 교신저자