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Development of Revegetated Slope Stability Assessment System in South Korea

KIL, Sung–Ho KIM, Suk–Woo LEE, Dong–Kun KIM, Nam–Choon IM, Sangjun PARK, Gwan–Soo OTSUKI, Kyoichi 大槻, 恭一 オオツキ, キョウイチ 九州大学

2020.02

概要

This research was conducted to develop the revegetated slope stability assess (RSSA) system for revegetated cut–slopes in South Korea. A field survey was conducted on potential risk slopes and stable slopes using the twenty three variables. Through a non–parametric test and a correlation analysis of the field survey results, nine variables were identified as primary determinants of slope failures. Of these varia- bles, six variables were from the soil category, (soil porosity, soil water content, soil depth, soil tensile strength, salt concentration, and soil organic matter) and three variables were from the vegetation category, (vegetation coverage, number of trees, and vegetation community). None of the physical characteristic var- iables were selected as determinants.

Discriminant analysis was conducted to develop evaluation indicators from nine variables. As a result, the discriminant function included four variables: soil porosity, soil tensile strength, soil organic matter, and vegetation coverage as the indicators of the discriminant function. The data of vegetation community was excluded from the discriminant analysis as it was a nominal scale but used for the final screening of stability using the relationship between the discriminant score and vegetation community. RSSA system was devel- oped by combining these two processes. Although RSSA system is not a complete system for slope stability assessment, it is very practical for revegetated slope stability assessment because it requires relatively few indicators which can be easily measured. Therefore, it should be useful for the initial assessment or supple- mental assessment with the integrated slope stability assessment system to be developed in the future.

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参考文献

Brady N. C. and R. R. Weil 2009. Elements of the nature and properties of soils. 3rd ed. Pearson

Cheng Y. M., T. Lansivaara and W. B. Wei 2007 Two–dimensional slope stability analysis by limit equilibrium and strength reduc- tion methods. Comput. Geoech., 34(3): 137–150

David E. S., A. R. Scott, M. W. Kim, D. L. Thomas and E. R. Lee 2007 Roadside Revegetation: An Integrated Approach To Establishing Native Plants. Federal Highway Administration– Western Federal Lands Highway Division, United States Depart of Transportation

Duncan J. M. and S. G. Wright 2005 Soil strength and slope sta- bility. N. J., Wiley and Sons, Inc.

Gray D. H. and R. B. Sotir 1996 Biotechnical and Soil Bioengineering Slope Stabilization. A Pracical Guide for erosion control. N. Y. John Wiley and Sons, Inc.

Ibarra S. Y., E. McKyes, R. S. Broghton 2005 Measurement of ten- sile strength of unsaturated sandy loam soil. Soil Till Res., 81: 15–23

Jeon G. S. 2002 A study of improvement method and analysis of type of revegetation measures of rock slopes. J. Korea Soc. Environ. Restor. Reveg. Technol., 5(5): 22–29 (in Korean with English abstract)

Jeon K. S., S. Y. Oh and H. S. Ma 2003 Stability evaluation of cut slope in forest roads by forest environment factors. J. Korea Soc. Environ. Restor. Reveg. Technol., 6(4): 43–51 (in Korean with English abstract)

Jeong I. H. 2009 The disaster risk evaluation of the steep slope and the field application. Ph.D. thesis. Kyungpook National University (in Korean with English abstract)

Jeong J. H., K. S. Koo, C. H. Lee and C. S. Kim 2002 Physico– chemical properties of Korean forest soils by regions. J. Korean For. Soc., 91(6): 694–700 (in Korean with English abstract)

Karim M. N. and A. U. Mallik 2008 Roadside revegetation by native plants I. roadside microhabitats, floristic zonation and species traits. Ecol. Eng., 32: 222–237

Kil S.–H., D. K. Lee, H. G. Kim, N.–C. Kim, S. Im and G.–S. Park 2015 Comparing potential unstable Sites and stable sites on revegetated cut–slopes of mountainous terrain in Korea. Sustainability, 7: 15319–15341

Kil S.–H., D. K. Lee, T. M. Ahn, M. H. Koo and T. Y. Kim 2012 A study on the vegetation properties of slope areas according to the soil hardness. J. Korea Soc. Environ. Restor. Reveg. Technol., 15(5): 115–127 (in Korean with English abstract)

Kim J. H., Y. Baek, H. B. Koo and K. D. Park 2012 Use of the risk score for the effective management of cut slopes. J. Eng. Geology, 22(2): 223–231

Kim T. H., C. K. Kim and T. H. Kim 2004 Modeling of the tensile strength of unsaturated granular soil using soil–water character- istic curve. J. Korean Geotech. Soc., 20(7): 47–51

Lawrence, A.P. and V. V. Robert 1993 Rockfall Hazard Rating System – Participants’ Manual, FHWA SA–93–057, National Highway Institute

Lee J. W. 1987 Stability analysis of the forest road cut–slopes. MA thesis. Seoul National University (in Korean with English abstract)

Ma H. S. 1994 Studies on development of prediction model of landslide hazard and its utilization. J. Korean For. Soc., 83(2): 175–190

Mola I., M. D. Jiménez, N. L. Jiménez, M. A. Casado and L. Balaguer 2011 Roadside reclamation outside the revegetation season: Management options under schedule pressure. Restor. Ecol., 19(1): 83–92

MOLIT (Ministry of Land, Infrastructure and Transport), 2009 Design and Construction Guidelines for road–slope revegetation (in Korean)

MOLIT 2013 MOLIT made a decision to put more than 100 billon won in annual for maintenance of road slopes. [Press release]. Retrieved from http://korealand.tistory.com/2064 (in Korean)

Morgan R. P. C. and R. J. Rickson 1995 Slope Stabilization and Erosion Control: A Bioengineering Approach. E&F Spon, London

NDMI (National Disaster Management Institute) 2011 GIS–based stability analysis system for steep slope (in Korean)

NEMA (National Emergency Management Agency) 2011 Evaluation Standard for Hazard and Risk Assessment on Steep Slope (in Korean)

Park C. M., H. S. Ma, W. S. Kang, K. W. Oh, S. H. Park and S. J. Lee 2010 Analysis of Landslide Characteristics in Jeonlabuk–do, Korea. Inst Agr Life Sci Gyeongsang Nat. Univ., 44(4): 9–20 (in Korean with English abstract)

Park S. K. 2006 The establishment of the efficient systems for preventing landslides and slope failures. Ph.D. thesis. Hongik University (in Korean with English abstract)

Peng W. X., J. J. Mo and Y. J. Xie 2011 Comparison for the results from 2D and 3D analysis for slope stability. Appl. Mech. Mater., 90: 255–259

Poudyal C. P., C. Chang, H. J. Oh and S. Lee 2010 Landslide sus- ceptibility maps comparing frequency ratio and artificial neural networks: a case study from the Nepal Himalaya. Environ. Earth Sci., 61: 1049–1064

Rice R. M., and J. D. McCashion 1985 Site conditions related to erosion on logging roads. In Proceedings of the international symposium on erosion, debris flow and disaster prevention (pp. 3–5)

Urbanska K. M. 1997 Safe sites: interface of plant population ecology and restoration ecology. In: Urbanska, K. M., Webb, N. R., Edwards, P. J. (Eds.), Restoration Ecology and Sustainable Development. Cambridge University Press, Cambridge, UK, 81–110

Wang Y., Z. Cao and S. K. Au 2010 Practical reliability analysis of slope stability by advanced Monte Carlo simulations in a spread-sheet. Can. Geotechnical Journal., 48(1): 162–172

Wischmeier W. H. and D. D. Smith 1978 Predicting rainfall ero- sion losses–a guide to conservation planning. Agriculture Handbook 537, U. S. Department of Agriculture, Washington D. C.

Woo B. M., N. C. Kim, K. H. Kim and G. S. Jeon 1996 A study on plant succession stages of highway cut–slope. J. Korean For. Soc., 85(3): 347–359 (in Korean with English abstract)

Woo K. J. and G. S. Jeon 2005 A study on revegetation character for environment factor of slope. J. Korea Soc. Environ. Restor. Reveg. Technol., 8(5): 47–55 (in Korean with English abstract)

Yoshimura T., G. Akahane, H. Miyazaki and K. Kanzaki 1996 The evaluation of potential slope failure of forest roads using the fuzzy integral: Testing the discriminant model. J. Japan Forest Eng. Soc., 11(3): 165–172

Youssef A. M., B. Pradhan, A. F. D. Gaber and M. F. Buchroithner 2009 Geomorphological hazard analysis along the Egyptian red sea coast between Safaga and Quseir. Nat. Hazards Earth Syst. Sci., 9: 751–766

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