Capacity Evaluation of Cylindrical Plastic Board Drain with The Composite Discharge Capacity Apparatus

복합통수능시험기를 이용한 실린더형 플라스틱 보드 드레인의 성능 평가

  • Lee, Chan-Woo (Dept. of Civil Engineering, Pukyong National University) ;
  • Jung, Du-Hwoe (Dept. of Civil Engineering, Pukyong National University) ;
  • Kim, Yun-Tae (Dept. of Ocean Engineering, Pukyong National University) ;
  • Jin, Kyu-Nam (Korea Land Corporation)
  • Published : 2008.03.28

Abstract

If a conventional type of Plastic Board Drain (PBD) is installed to the deep clay deposit, it is subjected to a high lateral earth pressure. a flow channel of PBD may be reduced by the collapse of cores and clogged by the intrusion of filter into the space between cores which are made by lateral pressure. It could decrease the ability of initial discharge capacity and the reliability of long term discharge capacity. A cylindrical plastic board drain (C-PBD) considered in this study consists of cylindrical core and several supports so that it can prevent the reduction of area of flow channel from the higher lateral earth pressure effectively. The discharge capacity of C-PBD was compared to that of a conventional PBD through performing experiments using the composite discharge capacity apparatus which can consider in-situ condition such as penetration of drains, ground settlement and discharge capacity. As a result, C-PBD showed much better performance than PBD in the ability of discharge. It was observed that the C-PBD was folded whereas the conventional PBD was folded after the experiment.

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