Benz, T. (2007), Small-Strain Stiffness of Soils and its Numerical Consequences, Ph.D. Thesis, University of Stuttgart.
Jee, J. B. and Kim, J. W. (2000), “Surface Subsidence according to Progressive Collapse of Circular opening”, Journal of Korean Society for Rock Mechanics, Vol.10, pp.33-44.
Kim, J. W. and Heo, S. (2016), “Stability Investigation of a Foundation Located above Limestone Cavities Using Scaled Model Tests”, Tunnel and Underground Space of The Korean Society for Rock Mechanics, Vol.26, No.6, pp.493-507.10.7474/TUS.2016.26.6.493
Kim, Y. H., Kim, H. B. and Park, S. W. (2018), “Influence of Saturation and Soil Density on the Ground Subsidence Using Distinct Element Method”, Journal of the Korean Geotechnical Society, Vol.34, No.8, pp.27-36.
Kuwano, R., Sato, M. and Sera, R. (2010), “Study on the detection of underground cavity and ground loosening for the prevention of ground cave-in accident”, Japanese Geotechnical Journal, Vol.5, No.2, pp.219-229.10.3208/jgs.5.219
Lee, K. C., Park, J. H., Choi, B. H. and Kim, D. W. (2018), “Analysis of Influencing Factors on Cavity Collapse and Evaluation of the Existing Cavity Management System”, Journal of Korean Geosynthetics Society, Vol.17, No.1, pp.45-54.
Mukunoki, T., Kumano, N. and Otani, J. (2012), “Image analysis of soil failure on defective underground pipe due to cyclic water supply and drainage using X-ray CT”, Frontiers of Structural and Civil Engineering, Vol.6, No.2, pp.85-100.10.1007/s11709-012-0159-5
Oh, D. W., Kong, S. M., Lee, D. Y., Yoo, Y. S. and Lee, Y. J. (2015), “Effects of Reinforced Pseudo-Plastic Backfill on the Behavior of Ground around Cavity Developed due to Sewer Leakage”, Journal of the Korean Geo-Environmental Society, Vol.16, No.12, pp.13-22.10.14481/jkges.2015.16.12.13
Park, H. M. and Choi, Y. W. (2019), “Evaluation of Structural Capacity of Asphalt Pavement in Subsurface Cavity Sections using Falling Weight Deflectometer Backcalculation Method”, International Journal of Highway Engineering, Vol.21, No.4, pp.19-25.10.7855/IJHE.2019.21.4.019
Schanz, T., Verrmeer, P. A. and Bonnier, P. G. (1999), “The hardening soil model: Formulation and verification”, Beyond 2000 in computational geotechnics, Balkema, Rotterdam, pp.1-16.
Yoon, K. W., Lee, S. J., Park, Y. K., Lee, S. S., Lee, D. G. and Jeon, S. S. (2016), “Stability Analysis of Roadbed Associated with Groundwater Levels and Cavities in Adjacent to Urban Railways”, 2016 Fall Conference Journal of The Korean Society for Railway, pp.986-991.
You, S. K., Ahn, H. C., Kim, Y. H., Han, J. G., Hong, G. G. and Park, J. J. (2019), “A Numerical Study on the Occurrence Scope of Underground Cavity and Relaxation Zone Considering Sewerage Damage Width and Soil Depth”, Journal of the Korean Geotechnical Society, Vol.35, No.1, pp.43-53.
You, S. K., Ahn, H. C., Kim, Y. H., Jeong, M. W., Han, J. G. and Hong, G. G. (2018), “The Effect of Soil Depth on Surface Settlement according to Occurrence of Underground Cavity”, 2018 Fall Conference of the Korean Geosynthetics Society, pp.66-67.
- Publisher :Korean Geosythetics Society
- Publisher(Ko) :한국지반신소재학회
- Journal Title :Journal of the Korean Geosynthetics Society
- Journal Title(Ko) :한국지반신소재학회 논문집
- Volume : 18
- No :4
- Pages :287-297
- Received Date :2019. 12. 04
- Revised Date :2019. 12. 22
- Accepted Date : 2019. 12. 24