Acknowledgement
본 논문은 2020년 국토교통과학기술진흥원(과제번호: 20CTAP-C151788-02)의 일환으로 수행된 연구임을 밝히며 이에 감사를 드립니다.
Proceedings of the Korean Institute of Building Construction Conference (한국건축시공학회:학술대회논문집)
- 2021.11a
- /
- Pages.142-143
- /
- 2021
Evaluation of Bearing Capacity and Load Transfer Characteristics of Point Foundation(PF) Method through the Large Plate Bearing Test
대형 평판재하시험을 통한 PF 공법의 하중전이 특성 분석
- Published : 2021.11.12
Abstract
The general ground conditions in Korea are distributed in order of fill, deposit soil, weathered soil, weathered rock, soft rock. The fill soil and deposit soil located at the top have relatively low strength compared to the lower layer, and they are sometimes classified as soft ground according to the standard penetration test results. In this study, the PF method, a ground improvement method, was applied to the soft layer, a large plate load test was conducted on the improved ground, and the results were reviewed.
Keywords