지진이라는 재해는 인류가 직면하고 있는 재해 중 가장 파괴적인 자연재해 중 하나로 인명, 자연을 포함한 인프라, 경제에도 지대한 영향을 끼질 수 있다. 세계적으로도 최근 수년간 환태평양 조산대를 기점으로 지진의 빈도가 꾸준히 증가해왔으며 강도 또한 상승해져왔다. 규모가 7 가량을 넘는 지진부터는 인류가 대처하기 힘들만큼 많은 에너지가 발생되며 특히나 우리나라와 밀접히 인접해 있는 일본의 경우 난카이 대지진과 같은 이슈가 발생하여 그 경계의식이 높아진 실정이다. 따라서 이에대한 지진 에너지를 효과적으로 흡수하고 분살시킬 수 있는 댐퍼장치들이 많이 발명되었고 여기에 적용되는 많은 압축 소재들이 개발되고 있다. 현재까지는 많은 댐퍼 장치가 고무를 압축재료로 사용하고 있으며 이를 대체하기 위해 폴리우레탄이라는 고분자 재료가 개발되었지만 낮은 하중에도 쉽게 변형이 발생하는 한계가 발생하는 문제가 있다. 따라서 본 연구에서는 폴리케톤이라는 물질을 재료적 성능 평가를 통해 제안한다. 폴리 케톤은 합성될 때 일산화탄소를 매개로 하기 때문에 탄소저감에도 효과적인 물질이다. 이러한 폴리케톤을 폴리우레탄과 반복 압축 실 험을 통해 비교하였으며 시편의 길이, 선행압축의 유무 등의 변수를 적용하여 실험을 진행하였다. 이후 힘-변형 그래프, 최대 압축성능, 에너지 소산 능력, 초기회복력 등의 성능을 확인하였다. 실험 결과 모든 결과가 폴리케톤이 폴리우레탄보다 우수한 성능을 나타냈으며 내진 구조용 압축소재로서의 적용 가능성을 입증하였다.

PURPOSES:Emulsified asphalt is critical for road construction. The objective of applying asphalt emulsion as an adhesive is to prevent the phenomenon of debonding between the upper and lower layers. The quantity and veriety of bituminous material can be varied according to the type of pavement and site conditions. The objective of this study is to reveal the optimum application rates of the emulsified asphalt materials by types of tack-coats using Interface Shear Strength(ISS).METHODS:In the research, emulsified asphalt was paved on the surface of the divided mixture. The specimens of paving asphalt emulsion were utilized to evaluate the bond strength of tack-coat materials. In the evaluation process, NCHRP Report 712 was utilized to investigate the Interface Shear Strength, which reflects the bond capacity of asphalt emulsion. Then, the optimum residual application rates by tack-coat types were determined using regression analysis.RESULTS:As a consequence of squared R values investigated from 0.7 to 1 as part of the regression analysis, the tendency of predicted ISS values was compared with the results. The optimum residual application rates of AP-3, RS(C)-4, QRS-4, and BD-Coat were determined to be 0.78ℓ/m2, 0.51ℓ/m2, 0.53ℓ/m2, and 0.73ℓ/m2, respectively, utilizing 4th regression analysis.CONCLUSIONS:Based on the result of this study, it was not feasible to conclude whether higher residual application of tack-coat material leads to improved bond capacity. Rather, the shearing strength varies depending on the type of pavement.

The purpose of this study is to compare the ultrasonic pulse velocity before and after core compression test of steel fiber reinforced concrete using the ultrasonic pulse velocity method. The correlation between the column member ultrasonic pulse velocity before core test, the column member ultrasonic pulse velocity after core test, and the compressive strength of the core specimen were analyzed by fabricating a steel fiber reinforced concrete hollow column member.

In order to verify the strength of slurry shotcrete compared to existing shotcrete, The results were analyzed and evaluated.

Rebound hammer test, SonReb method and concrete core test are most useful testing methods for estimate the concrete compressive strength of deteriorated concrete structures. But the accuracy of the NDE results on the existing structures could be reduced by the effects of the uncertainty of nondestructive test methods, material effects by aging and carbonation, and mechanical damage by drilling of core. In this study, empirical procedure for verifying the in-situ compressive strength of concrete is suggested through the probabilistic analysis on the 268 data of rebound and ultra-pulse velocity and core strengths obtained from 106 bridges. To enhance the accuracy of predicted concrete strength, the coefficients of core strength, and surface hardness caused by ageing or carbonation was adopted. From the results, the proposed equation by KISTEC and the estimation procedures proposed by authors is reliable than previously suggested equation and correction coefficient.

Recently, in Seoul there is a growing interest in the L type gutter between the street and the sidewalk because the broken gutter spoils the appearance of the city. The gutter has been viewed as an unimportant attached facility of the road despite an important drainage facility. Also, the gutter lost function by various deterioration actions is becoming hideous objects of streets. Accordingly, many engineers recognized problems about the gutter and tried to seek for solution. In this study, we desired to confirm that the inside of the gutter concrete was not deteriorated even if the surface of the gutter concrete was deteriorated by the de-icing salts. We could obtain thirty core specimens deteriorated by de-icing salts in Seongbuk-gu which is old downtown, has many hills such as Arirang-Hill, Miari-Hill, etc. in Seoul and test compressive strength. It was confirmed that the compressive strength of the gutter concrete follows normal distribution and it is statistically significant 1% level that the population mean of the compressive strength of the gutter concrete is more than 18MPa.