원문정보
A Comparative Study on the Impermeability-reinforcement Performance of Old Reservoir from Injection and Deep Mixing Method through Laboratory Model Test
초록
영어
Of the 17,106 domestic reservoirs(as of December 2020), 14,611 are older than 50 years, and these old reservoirs will gradually increase over time. The injection grouting method is most applied to the reinforcement method of the aging reservoir. However, the injection grouting method is not accurate in uniformity and reinforced area. An laboratory model test was conducted to evaluate the applicability of the deep mixing method, which compensated for these shortcomings, as a reservoir reinforcement method. As a result of calculating the hydraulic conductiveity for each method through the model test results, the injection grouting method was calculated as a hydraulic conductiveity value that was about 7.5 times larger than that of the deep mixing method. As a result of measuring the water level change in the laboratory model test, it was found that the water level change decreased in the injection method and deep mixing method compared to the non-reinforcement method. In addition, deep mixing method showed a water level change of about 15% based on 40 hours compared to the injection method, indicating that the water-reducing effect was superior to that of the injection method.
목차
1. 서론
2. 저수지 형식 및 손상 종류별 보수대책
2.1 저수지 형식
2.2 저수지 손상 종류별 보수대책
3. 실내 모형시험
3.1 모형시험 장치 개요
3.2 모형시험 조건 및 제작과정
3.3 각 모형시험별 주입량 및 주입시간 비교
4. 실내모형 적용공법별 차수성능 시험결과
4.1 수위변화 비교
4.2 투수계수 변화분석
4.3 시험종료 후 보강체의 형상 비교
5. 결론
참고문헌
