원문정보
A Comparative Study of Skin Frictional Force through a Laboratory Model Test of Pile Filling Materials with Utilizing Circulating Resources
초록
영어
Rural multi-purpose buildings needs to ensure their safety against various disasters. Therefore, a pile foundation, which is a foundation type that can transmit the load of the structure to the bedrock layer, has been designed. The pile foundation method is largely divided into driving piles method and pre-bored pile method. Recently, in order to respond to the Noise and Vibration Control Act and related environmental complaints, construction of pile foundation adopts pre-bored pile method. The bearing capacity of the pre-bored pile method is calculated through a load test in situ. However, a disadvantage stems in that it is difficult to measure the ultimate bearing capacity due to field conditions. Therefore, in this study, the skin frictional force of pre-bored pile was measured through a model test in laboratory for each pile filling material. In result, the pile filling material with using circulating resources shows superior skin frictional force than ordinary portland cement. This study also judged that the result can be applied in place of ordinary Portland cement in the field.
목차
1. 서론
2. 말뚝기초의 지지력 산정 및 현장재하시험
2.1 정재하시험
2.2 동재하시험
2.3 현장 양방향재하시험
2.4 현장재하시험의 문제점
3. 말뚝채움재별 실내주면마찰력 시험
4. 결론
참고문헌