A Study on the Shallow Improvement Method for Dredged Clay Fills by the Model Tests

모형시험에 의한 준설점토지반의 표층안정기법 연구

  • 김석열 (농업기반공사 농어촌연구원) ;
  • 노종구 (농업기반공사 구조지반연구실) ;
  • 이영철 (대림산업(주) 토목사업본부) ;
  • 권수영 (대림산업(주) 토목사업본부) ;
  • 김승욱 (농업기반공사 농어촌연구원)
  • Published : 2002.10.01

Abstract

Recently, the hydraulic fill method is commonly used in many reclamation projects due to lack of fill materials. The method of hydraulic fill in reclamation is executed by transporting the mixture of water-soil particles into a reclaimed land through dredging pipes, then the dredged soil particles settle down in the water or flow over an out flow weir with the water. In the present study, to compare the soil and sand-mat mixed method with sand-air jet method for shallow improvement of hydraulic fills at southern seashore, the model tests were performed. Through the model test results, the behavior of surface as disturbance of desiccation crust is analyzed.

Keywords