과제정보
This study was supported by the "Ministry of Interior and Safety" R&D program (20018265).
참고문헌
- Bowles, J.E. (1968), Foundation Analysis and Designing, ssMcGraw-Hill, New York, USA.
- Carsel, R.F., Parrish, R.S., Jones, R.L., Hanse, J.L. and Lamb, R. L. (1988), J. Contaminant Hydrology, 2(2), 111-124, 10.1016/0169-7722(88)90002-2
- Carter, M. and Bentley, S. (1991), Correlations of Soil Properties, Penetech Press Publishers, London, UK.
- Chae B.G., Lee S.H., Song Y.S., Cho Y.C. and S Y.S. (2007), "Characterization on the relationships among rainfall intensity, slope angle and pore water pressure by a flume test: in case of gneissic weathered soil", Eng. Geol., 17(1), 57-64.
- Geo-SLOPE International Ltd. (2012), Seepage Modeling with SEEP/W, Alberta, Canada.
- Ho K.K.S., Cheung R.W.M. and Wong C.Y.S. (2016), "Managing landslide risk systematically using engineering works", Proceedings of the Institution of Civil Engineers, Hong Kong, November.
- Itasca Consulting Group, Inc. (2017), FLAC3D-Fast Lagrangian Analysis of Continua in 3 Dimensions. Version 6.0. User Manual, Minnesota, USA.
- Jun K.J. and Yune, C.Y., (2015), "Analysis of slope hazard triggering factors through field investigation in Korea over the past four years", J. Korean Geotech. Soc., 31(5), 47-58. https://doi.org/10.7843/kgs.2015.31.5.47.
- Kezdi, A. (1974), Handbook of Soil Mechanics. Elsevier, Amsterdam, Netherlands
- Kim, Y.M. (1999), "Analysis for effects of slope failure behavior by finite element method", J. Korean Geotech. Soc., 15(5), 19-28.
- Kim, Y.M. and Jeong, S.S. (2017), "Modeling of shallow landslides in an unsaturated soil slope using a coupled model", Geomech. Eng., 13(2), 353-370. https://doi.org/10.12989/gae.2017.13.2.353.
- Korea Meteorological Administration (2020), Korean Climate Change Assessment Report 2020: Scientific Basis of Climate Change, Korea Meteorological Administration, Seoul, Korea. Liu, Q.Q. and Li, J.C. (2015), "Effects of water seepage on the stability of soil-slopes", Procedia IUTAM, 17, 29-39. https://doi.org/10.1016/j.piutam.2015.06.006.
- Liu, X., Wang. Y., Koo, R.C.H. and Kwan, J.S.H. (2022), "Development of a slope digital twin for predicting temporal variation of rainfall-induced slope instability using past slope performance records and monitoring data", Eng. Geol., 308, 1-17. https://doi.org/10.1016/j.enggeo.2022.106825.
- Lombardi, M., Cardarilli, M., and Giuseppe, R. (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.
- Matias, F.B., Enrique, M., Pablo, L., Jose, M.M. and Robert, W.K. (2022), "Analysis of the influence of geomechanical parameters and geometry on slope stability in granitic residual soils", MDPI Appl. Sci. Sci., 12(11). https://doi.org/10.3390/app12115574.
- Ministry of Public Safety and Security (2016), Steep Slope Management Practice Manual (Comprehensive Manual), Korea, 420-500.
- Minnesota Department of Transportation (2007), Pavement Design, Minnesota, USA.
- Mohanty, S. and Codell, R. (2002), "Sensitivity analysis methods for identifying influential parameters in a problem with a large number of random variables", WIT Transactions on Modelling and Simulation, 31, 10.2495/RISK020361.
- Mok, Y.J., Park, C.S. and Nam, B.H. (2016), "A borehole seismic source and its application to measure in-situ seismic wave velocities of geo-materials", Soil Dynam. Earthq. Eng., 80, 127-137, https://doi.org/10.1016/j.soildyn.2015.10.011.
- NAVFAC Design Manual 7.2 - Foundations and Earth Structures, SN 0525-LP-300-7071 (1986), Department of the Navy Naval Facilities Engineering Command; Washington, USA.
- Obzud, R. and Truty, A. (2012), The hardening soil model - a practical guidbook Z Soil.PC 100701 report, Zace Services, Switzerland.
- Peck, R., Hanson, W. and Thornburn, T. (1974), Foundation Engineering Handbook, Wiley, London, UK.
- Perrone, A., Vassallo, R., Lapenna, V. and Di Maio, C. (2008), "Pore water pressures and slope stability: a joint geophysical and geotechnical analysis", J. Geophys. Eng., 5(3), 323-337. https://doi.org/10.1088/1742-2132/5/3/008.
- Prat, M., Bisch, E., Millard, A., Mestat, P., and Cabot G. (1995). La Modelisation des Ouvrages. Hermes, Paris, France.
- Satyanage, A., Moon, S.W. and Kim, J.R. (2022), "Stability analyses of dual porosity soil slope", Geomech. Eng., 28(1), 77-87. https://doi.org/10.12989/gae.2022.28.1.077.
- Shen J. and Karakus M. (2013), "Three-dimensional numerical analysis for rock slope stability using shear strength reduction method", Can. Geotech. J., 51(2), 164-171. https://doi.org/10.1139/cgj-2013-0191.
- Sillers, W.S. (1997), "The mathematical representation of the soil-water characteristic curve", master's thesis, University of Saskatchewan, Saskatoon.
- Swiss Standard SN 670 010b, Characteristic Coefficients of soils, Association of Swiss Road and Traffic Engineers (VSS); Geneva, Switzerland.
- Tran, A.T.P., Kim, A.R. and Cho, G.C. (2019), "Numerical modeling on the stability of slope with foundation during rainfall", Geomech. Eng., 17(1), 109-118. https://doi.org/10.12989/gae.2019.17.1.109.
- Zhang, S., Hou, D., Wang, C., Cao, X., Zhang, F., Pan, F. and Du, C. (2018), "Real-Time Safety Evaluation for slope during construction using numerical forecast and sensor monitoring platform", MDPI Sensors, 18(9), 1-16, https://doi.org/10.3390/s18092978.