JKSCE - KSCE JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING RESEARCH

1

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2

Anderson, L., Ruthford, M., Perlea, V., Serafini, D., Montgomery, J. and Bowles, D. (2011). “Risk assessment of Success dam, california: Flood Related Potential Failure Modes.” Geo-risk 2011, ASCE, pp. 902-909.10.1061/41183(418)96Anderson, L., Ruthford, M., Perlea, V., Serafini, D., Montgomery, J. and Bowles, D. (2011). “Risk assessment of Success dam, california: Flood Related Potential Failure Modes.” Geo-risk 2011, ASCE, pp. 902-909.

3

Baecher, G. B. and Christian, J. T. (2005). Reliability and statistics in geotechnical engineering, John Wiley & Sons, New York.Baecher, G. B. and Christian, J. T. (2005). Reliability and statistics in geotechnical engineering, John Wiley & Sons, New York.

4

Biswas, A. K. and Chatterjee, S. (1971). “Dam disasters: An Assessment.” Journal Engineering Institute of Canada, Vol. 54, No. 3, pp. 3-8.Biswas, A. K. and Chatterjee, S. (1971). “Dam disasters: An Assessment.” Journal Engineering Institute of Canada, Vol. 54, No. 3, pp. 3-8.

5

Bowles, D. S., Anderson, L. R. and Glover, T. F. (1997) “A role for risk assessment in dam safety management.” Proceedings of the 3rd International Conference Hydropower 97, Trondheim, Norway.Bowles, D. S., Anderson, L. R. and Glover, T. F. (1997) “A role for risk assessment in dam safety management.” Proceedings of the 3rd International Conference Hydropower 97, Trondheim, Norway.

6

Bowles, D., Ruthford, M. and Anderson, L. (2011). “Risk assessment of Success dam, California: Evaluation of operating restrictions as an interim measure to mitigate earthquake risk.” Geo-Risk 2011, ASCE, pp. 586-599. 10.1061/41183(418)58Bowles, D., Ruthford, M. and Anderson, L. (2011). “Risk assessment of Success dam, California: Evaluation of operating restrictions as an interim measure to mitigate earthquake risk.” Geo-Risk 2011, ASCE, pp. 586-599.

7

Brown, A. J. and Gosden, J. D. (2004). Interim guide to quantitative risk assessment for UK reservoirs, Thomas Telford London.10.1680/igtqrafur.32675Brown, A. J. and Gosden, J. D. (2004). Interim guide to quantitative risk assessment for UK reservoirs, Thomas Telford London.

8

DEFRA (2002). Reservoir safety floods and reservoir safety integration, Department for Environment, Food & Rural Affairs, United Kingdom.DEFRA (2002). Reservoir safety floods and reservoir safety integration, Department for Environment, Food & Rural Affairs, United Kingdom.

9

Donnelly, C. R., Eng, P., Stephen, C. D., Jamieson, K., Perkins, S. and Hinchberger, S. A. (2015). “Description of the application of a new quantitative dam safety risk assessment tool for risk-informed decision Making.” 2015 Hydrovision International Conference, pp. 1-18.Donnelly, C. R., Eng, P., Stephen, C. D., Jamieson, K., Perkins, S. and Hinchberger, S. A. (2015). “Description of the application of a new quantitative dam safety risk assessment tool for risk-informed decision Making.” 2015 Hydrovision International Conference, pp. 1-18.

10

Eddleston, M., Reilly, N. and Rigby, P. (2013). “Application of the internal erosion toolbox to Rochdale canal dams. Part 1: Introduction and erosion initiation.” Dams and Reservoirs, Vol. 23, No. 2, pp. 85-90.10.1680/dare.13.00027Eddleston, M., Reilly, N. and Rigby, P. (2013). “Application of the internal erosion toolbox to Rochdale canal dams. Part 1: Introduction and erosion initiation.” Dams and Reservoirs, Vol. 23, No. 2, pp. 85-90.

11

Engemoen, W. O. and Redlinger, C. G. (2009). “Internal erosion incidents at Bureau of Reclamation dams.” Proceeding of USSD Annual Conference, Nashville Tennessee.Engemoen, W. O. and Redlinger, C. G. (2009). “Internal erosion incidents at Bureau of Reclamation dams.” Proceeding of USSD Annual Conference, Nashville Tennessee.

12

Fell, R., MacGregor, P., Stapledon, D., Bell, G. and Foster, M. (2015). Geotechnical engineering of dams (2nd ed.), CRC Press, Boca Raton.Fell, R., MacGregor, P., Stapledon, D., Bell, G. and Foster, M. (2015). Geotechnical engineering of dams (2nd ed.), CRC Press, Boca Raton.

13

Foster, M. and Fell, R. (1999). A framework for estimating the probability of failure of embankment dams by internal erosion and piping using event tree methods. UNICIV Report No. R-377, University of New South Wales, Australia.10.1139/t00-030Foster, M. and Fell, R. (1999). A framework for estimating the probability of failure of embankment dams by internal erosion and piping using event tree methods. UNICIV Report No. R-377, University of New South Wales, Australia.

14

Foster, M., Fell, R. and Spannagle, M. (2000). “The statistics of embankment dam failures and accidents.” Canadian Geotechnical Journal, Vol. 37, No. 5, pp. 1000-1024.Foster, M., Fell, R. and Spannagle, M. (2000). “The statistics of embankment dam failures and accidents.” Canadian Geotechnical Journal, Vol. 37, No. 5, pp. 1000-1024.

15

Goodarzi, E., Shui, L. T., Ziaei, M. and Haghizadeh, A. (2010). “Estimating probability of failure due to internal erosion with event tree analysis.” European Journal of Geotechnical Engineering, pp. 935-948.Goodarzi, E., Shui, L. T., Ziaei, M. and Haghizadeh, A. (2010). “Estimating probability of failure due to internal erosion with event tree analysis.” European Journal of Geotechnical Engineering, pp. 935-948.

16

Gruner, E. (1963) “Dam disasters.” Proceedings of the institution of civil engineers, Vol. 24, No. 1, pp. 47-60.10.1680/iicep.1963.10759Gruner, E. (1963) “Dam disasters.” Proceedings of the institution of civil engineers, Vol. 24, No. 1, pp. 47-60.

17

ICOLD (1974). Lessons from dam incidents. International Commission on Large Dams, Paris.ICOLD (1974). Lessons from dam incidents. International Commission on Large Dams, Paris.

18

Kim, J. H., Kim, T. H. and Kim, Y. S. (2015). “Stability analysis of overflow dam by probability precipitation.” 2015 Spring Geosynthetics Conference, pp. 80-83 (in Korean).Kim, J. H., Kim, T. H. and Kim, Y. S. (2015). “Stability analysis of overflow dam by probability precipitation.” 2015 Spring Geosynthetics Conference, pp. 80-83 (in Korean).

19

Kim, S. I. (2011). Research on the characteristics of aging effect in dam core material and hydraulic fracturing in homogeneous dams by dismantling and investigating a real dam, Master’s Thesis, Korea Advanced Institute of Science and Technology (in Korean).Kim, S. I. (2011). Research on the characteristics of aging effect in dam core material and hydraulic fracturing in homogeneous dams by dismantling and investigating a real dam, Master’s Thesis, Korea Advanced Institute of Science and Technology (in Korean).

20

Kim, W. Y. (2016). A Comparative Study on Geotechnical Risk of Fill Dams in Korea Using Internal Erosion Toolbox, Master’s thesis, Kyung Hee University (in Korean).Kim, W. Y. (2016). A Comparative Study on Geotechnical Risk of Fill Dams in Korea Using Internal Erosion Toolbox, Master’s thesis, Kyung Hee University (in Korean).

21

Kim, W. Y., Lim, J. Y. and Jung, Y. H. (2015). “A suggestion of fill dam safety assessment method using a computer program for geotechnical risk evaluation.” Proc. of KGS Spring National Conference 2015, pp. 257-262 (in Korean).Kim, W. Y., Lim, J. Y. and Jung, Y. H. (2015). “A suggestion of fill dam safety assessment method using a computer program for geotechnical risk evaluation.” Proc. of KGS Spring National Conference 2015, pp. 257-262 (in Korean).

22

Korea Infrastructure Safety Corporation (KISC) (2009). Third precise safety diagnostics report for Youngcheon dam (in Korean).Korea Infrastructure Safety Corporation (KISC) (2009). Third precise safety diagnostics report for Youngcheon dam (in Korean).

23

Korea Infrastructure Safety Corporation (KISC) (2010). Second precise safety diagnostics report for Unmun dam (in Korean).Korea Infrastructure Safety Corporation (KISC) (2010). Second precise safety diagnostics report for Unmun dam (in Korean).

24

Korea Infrastructure Safety Corporation (KISC) (2012). Third Precise safety diagnostics report for regional water supply of Taebaek (in Korean).Korea Infrastructure Safety Corporation (KISC) (2012). Third Precise safety diagnostics report for regional water supply of Taebaek (in Korean).

25

Korea Institute of Construction Technology (KICT) (2004). Development of advanced technologies report for levee (in Korean). Korea Institute of Construction Technology (KICT) (2004). Development of advanced technologies report for levee (in Korean).

26

Lee, K. I., Gang, J. H., Lee, J. S. and Yoon, Y. G. (2010) “Comparative on permeability test of silty sand-gravel.” Proc. of 2010 KSCE Annual Conference & Civil Expo, pp. 994-997 (in Korean).Lee, K. I., Gang, J. H., Lee, J. S. and Yoon, Y. G. (2010) “Comparative on permeability test of silty sand-gravel.” Proc. of 2010 KSCE Annual Conference & Civil Expo, pp. 994-997 (in Korean).

27

Lim, J. Y., Lee, J. W., Sin, D. H. and Jeon, J. S. (2006). “The estimation of domestic dam failure for analyzing to result of damage.” Proc. of 2006 KSCE Annual Conference & Civil Expo, pp. 4112-4115 (in Korean).Lim, J. Y., Lee, J. W., Sin, D. H. and Jeon, J. S. (2006). “The estimation of domestic dam failure for analyzing to result of damage.” Proc. of 2006 KSCE Annual Conference & Civil Expo, pp. 4112-4115 (in Korean).

28

Ministry of Land, Infrastructure and Transport (MOLIT) (2011). The criteria of dam design (in Korean). Ministry of Land, Infrastructure and Transport (MOLIT) (2011). The criteria of dam design (in Korean).

29

Newsis (2014). Collapse of the embankment in Gucheon reservoir, Completed emergency restoration, Available at http://www.newsis. com/ar_detail/view.html?cID=&ar_id=NISX20140329_0012820566, (Accessed: Nov. 4, 2015) (in Korean).Newsis (2014). Collapse of the embankment in Gucheon reservoir, Completed emergency restoration, Available at http://www.newsis. com/ar_detail/view.html?cID=&ar_id=NISX20140329_0012820566, (Accessed: Nov. 4, 2015) (in Korean).

30

Nippon Koei Corporation (1974). Final engineering report on construction works of Soyang gang multipurpose dam project.Nippon Koei Corporation (1974). Final engineering report on construction works of Soyang gang multipurpose dam project.

31

Noh, K. L. (2014). Risk assessment for geotechnical failure of reservoir using event tree analysis, Ph.D. dissertation, Kyung Hee University (in Korean).Noh, K. L. (2014). Risk assessment for geotechnical failure of reservoir using event tree analysis, Ph.D. dissertation, Kyung Hee University (in Korean).

32

Noh, K. L., Lim, J. Y., Mok, Y. J. and Jung, Y. H. (2015). “Estimating geotechnical system response probability of internal erosion risk in fill dam using event tree analysis.” Journal of the Korean Society of Civil Engineers, Vol. 34, No. 6, pp. 1814-1829 (in Korean).Noh, K. L., Lim, J. Y., Mok, Y. J. and Jung, Y. H. (2015). “Estimating geotechnical system response probability of internal erosion risk in fill dam using event tree analysis.” Journal of the Korean Society of Civil Engineers, Vol. 34, No. 6, pp. 1814-1829 (in Korean).

33

Richards, K. S. and Reddy, K. R. (2007). “Critical appraisal of piping phenomena in earth dams.” Bulletin of Engineering Geology and the Environment, Vol. 66, No. 4, pp. 381-402.10.1007/s10064-007-0095-0Richards, K. S. and Reddy, K. R. (2007). “Critical appraisal of piping phenomena in earth dams.” Bulletin of Engineering Geology and the Environment, Vol. 66, No. 4, pp. 381-402.

34

US Army Corps of Engineers (USACE) (2009). Internal Erosion Toolbox: Best Practices Guidance Document.US Army Corps of Engineers (USACE) (2009). Internal Erosion Toolbox: Best Practices Guidance Document.

35

Wan, C. F. and Fell, R. (2002). Investigation of internal erosion and piping of soils in embankment dams by the slot erosion test and the hole erosion test. UNICIV Report No. R-412, University of New South Wales, Australia.Wan, C. F. and Fell, R. (2002). Investigation of internal erosion and piping of soils in embankment dams by the slot erosion test and the hole erosion test. UNICIV Report No. R-412, University of New South Wales, Australia.

36

Woo, I., Park, Y. J., Song, W. K., Park, H. J. and You, K. H. (2004). “Weathering index of granitic rocks and granite gneiss in Korea.” Proceedings of the Korean Society for Rock Mechanics Fall Conference 2004, pp. 167-172 (in Korean). Woo, I., Park, Y. J., Song, W. K., Park, H. J. and You, K. H. (2004). “Weathering index of granitic rocks and granite gneiss in Korea.” Proceedings of the Korean Society for Rock Mechanics Fall Conference 2004, pp. 167-172 (in Korean).

37

Yang, G. C., Park, S. J., Ryu, J. S., Choi, N. C. and Park, C. Y. (2014). “A review of the precise safety diagnostics report for preventing disasters in Jeonnam.” Proceedings of KSEG 2014 Fall Conference, pp. 57-58 (in Korean).Yang, G. C., Park, S. J., Ryu, J. S., Choi, N. C. and Park, C. Y. (2014). “A review of the precise safety diagnostics report for preventing disasters in Jeonnam.” Proceedings of KSEG 2014 Fall Conference, pp. 57-58 (in Korean).

JKSCEKSCE JOURNAL OF CIVIL AND
ENVIRONMENTAL ENGINEERING RESEARCH

Journal of the Korean Society of Civil Engineers

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JKSCEKSCE JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING RESEARCH

Journal of the Korean Society of Civil Engineers

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JKSCEKSCE JOURNAL OF CIVIL AND
ENVIRONMENTAL ENGINEERING RESEARCH