Acknowledgement
This work was supported by the National Research Foundation of Korea (NRF) grant funded by the Korean government (Ministry of Education) (No. 2020R1I1A307511011).
References
- Al-Mahbashi, A.M., Elkady, T.Y. and Alrefeai, T.O. (2015), "Soil water characteristic curve and improvement in lime treated expansive soil", Geomech. Eng., 8(5), 687-696. https://doi.org/10.12989/gae.2015.8.5.687.
- GeoStudio (2016), version 8.16.5, User's guide, International Ltd., Calgary, Canada.
- Gulla, G., Peduto, D., Borrelli, L., Antronico, L. and Fornaro, G. (2017), "Geometric and kinematic characterization of landslides affecting urban areas: the Lungro case study (Calabria, Southern Italy)", Landslides, 14(1), 171-188. https://doi.org/10.1007/s10346-015-0676-0.
- Kim, J.H., Lim, J.S. and Park, S.W, (2014), "Coupled finite element analysis of partially saturated soil slope stability", J. Korean Geotech. Soc., 30(4), 35-45. https://doi.org/10.7843/kgs.2014.30.4.35
- Kim, Y.S., Kim, J.H., Lee, J.K. and Kim, S.S, (2013). "A study on soil slope stability design considering seepage analysis", J. Korean Geotech. Soc., 29(1), 135-147. https://doi.org/10.7843/kgs.2013.29.1.135
- Kim, T.W., Choi, Y.W. and Kim, J.H. (2021), "Analysis of rainfall seepage and slope stability by mountain slope logging", Proceedings of the Korean Geotechnical Society Spring National Conference, March 18~19, Seoul.
- KMA (2018), Weather Data Service, Korea Meteorological Administration, https://data.kma.go.kr.
- Lombardi, M., Cardarilli, M. and Raspa, G. (2017), "Spatial variability analysis of soil strength to slope stability assessment", Geomech. Eng., 12(3), 483-503. https://doi.org/10.12989/gae.2017.12.3.483.
- Ministry of Public Safety and Security (MPSS) (2012), "Development of precision Hazard Risk Assessment Methods and Hazard Maps for Landslides and Debris Flows Due to Heavy Rainstorms", Report from the Natural Disaster Reduction Technology Development Group (MPSS-nature2012-58).
- Pantelidis, L, Gravanis, E. and Gkotsis, K.P. (2020), "Stability assessment of soil slopes in three dimensions: The effect of the width of failure and of tension crack", Geomech. Eng., 22(4), 319-328. https://doi.org/10.12989/gae.2020.22.4.319.
- Peduto, D., Santoro, M., Aceto, L., Borrelli, L. and Gulla, G. (2021), "Full integration of geomorphological, geotechnical, A-DInSAR and damage data for detailed geometric-kinematic features of a slow-moving landslide in urban area", Landslides, 18, 807-825. https://doi.org/10.1007/s10346-020-01541-0.
- QGIS (2020), QGIS 3.16.3 'Hannover', https://qgis.org/ko/site/forusers/download.htmltqgis.org.
- Rahardjo, H., Meilani, I., Leong, E.C. and Rezaur, R.B. (2009), "Shear strength characteristics of a compacted soil under infiltration conditions". Geomech. Eng., 1(1), 35-52. https://doi.org/10.12989/gae.2009.1.1.035.
- Saseendran, R. and Dodagoudar, G.R. (2020), "Reliability analysis of slopes stabilised with piles using response surface method", Geomech. Eng., 21(6), 513-525. https://doi.org/10.12989/gae.2020.21.6.513.
- Song, Y. and Hong, S. (2022), "Infiltration characteristics and hydraulic conductivity of weathered unsaturated soils", Geomech. Eng., 22(2), 35-52. https://doi.org/10.12989/gae.2020.22.2.153.
- Vasuki, Y., Holden, E-J, Kovesi, P. and Micklethwaite, S. (2014), "Semi-automatic mapping of geological structures using UAV-based photogrammetric data: An image analysis approach", Comput. Geosci., 69(1), 22-32. https://doi.org/10.1016/j.cageo.2014.04.012.
- Xiao, Y., Kamat, V.R. and Lee, S. (2018), "Monitoring excavation slope stability using drones", Proceedings of the ASCE, Construction Research Congress 2018.
- Zhang, G., Tan, J., Zhang, L. and Xiang, Y. (2015), "Linear regression analysis for factors influencing displacement of high-filled embankment slopes", Geomech. Eng., 8(4), 511-521. https://doi.org/10.12989/gae.2015.8.4.511.
- Zhao, L., Huang, Y., Xiong, M. and Ye, G. (2020), "Reliability and risk assessment for rainfall-induced slope failure in spatially variable soils", Geomech. Eng., 22(3), 207-217. https://doi.org/10.12989/gae.2020.22.3.207.