A Case Study on Design and Consruction for Cut Slope in Pa-ju Local Industrial Complex

파주 지방산업단지 대절토사면 설계 및 시공사례

  • Lee, Jong-Ku (Geotechnical Engineering Dept, Dongho Co., Ltd.) ;
  • Kwon, Min-Seok (Geotechnical Eng., Dept. of Civil Eng., Kyung Hee University) ;
  • Paik, Young-Shik (Dept. Civil Eng, College of Architecture and Civil Eng., Kyung Hee University)
  • 이종구 ((주) 동호 지반공학부) ;
  • 권민석 (경희대학교 대학원 토목공학과) ;
  • 백영식 (경희대학교 토목건축대학)
  • Published : 2005.10.07

Abstract

We have analyzed the stability for cut-slopes at main street 3-2 line section in Pa-ju local industrial complex. After studying an additional boring test, laboratory test and face mapping etc., we have determined the extent of reinforcement, slope inclinations and soil strength parameter from the analysis of test results. After changing the inclination of slopes for ground limit and carrying out the analysis of slope stability, we applied the Mass Nailing Method to the site because of need for reinforcement to soil and weathered rock slopes. In slope for soft and hard rock sections, we also reinforced the sections that are difficult to obtain the safety without reinforcement in alteration zone.

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