본 연구는 일본잎갈나무 임분의 지위지수식을 도출하고, 지위지수별 연평균생장량의 차이 및 연평균생장량을 구할 수 있는 추정식을 도출하고자 수행되었다. 본 분석은 국가산림조사에서 일본잎갈나무림으로 판단된 표준지를 대상으로 하였으며, 이용된 표준지 개소수는 576개소였다. 지위지수는 Schumacher 모델을 적용시켜 도출하였으며, 이의 통계적 적합도는 59%였고, 편의는 –0.0002으로 아주 낮게 나타났다. 따라서 추정식은 활용에 있어 문제가 없을 것임을 확인할 수 있었다. 지위지수의 높고 낮음에 따라 연평균생장량의 평균값이 차이가 발생하는지 확인하기 위해 시도한 t-test는 5% 유의수준에서 유의성이 인정되었다. 그러므로 일본잎갈나무를 심을 때 적지적수에 조림한다면, 본 분석 결과와 같이 연평균생장량도 우수하게 될 것이다. 연평균생장량은 지위지수가 변함에 따라 발생할 수 있는 것이므로, 지위지수를 설명변수로 하는 연평균생장량 추정식이 국내 처음으로 도출되었다. 본 분석은 직선식, 곡선식, 지수식 등 5가지 수식을 적용시켰으며, 분석 결과, 식의 적합도 지수는 0.25∼0.26의 범위에 있었고, 편의는 –0.0002∼0.0016, 오차의 표준오차는 2.88∼2.92 인 것으로 나타났다. 도출된 5개 수식에 대해 지위지수를 X축으로 하는 잔차도를 그려본 결과, 잔차는 모두 “0”을 중심으로 고르게 분포하고 있어, 통계적 수치 등을 고려할 때 본 추정식은 충분히 사용 가능할 것이다.

There are now many seismic observatory stations, excluding the acceleration monitoring network for infrastructures, of more than 300 operated by several public and governmental organizations across South Korea. The features of the site and properties of the stations were not investigated, and they have been assumed or guessed to estimate the site-specific seismic responses during the 2016 Gyeongju and 2017 Pohang earthquake events. For these reasons, various and intensive geotechnical and geophysical investigations have been conducted to quantify the site characteristics at 15 seismic stations selected in southeastern Korea. The VS profiles were, at first, obtained by performing only a downhole seismic test (DHT) at 7 stations, and were compared with those from a surface wave method. Then, the shear wave velocity (VS) profiles were deduced by combining three types of in situ seismic methods composed of a cross-hole seismic test, DHTs, and full-waveform sonic loggings at the 8 other stations, especially to complement the application limits of DHT and reduce the depth-dependent uncertainty in VS profile. The representative site characteristic profiles for each station regarding VS and VP with borehole stratigraphy and density were determined based on robust investigations. Various site parameters related to seismic responses at the seismic stations of interest were obtained for the site-specific geotechnical information, which would be useful to earthquake engineering practices.

Deep geological repositories (DGR) count amongst the world largest environmental protection projects. They are the internationally advocated reference solution for the long-term management of high-level radioactive waste (HLW) and spent nuclear fuel (SNF). Many countries have engaged in programs to develop their own DGR. In Europe, four countries have passed the important milestone of choosing or announcing the appropriate site for the location of their HLW disposal facilities. Finland has almost finished the commissioning of its DGR and should start industrial disposal operations in 2025. Sweden has authorized the construction of its DGR and is finalizing the licensing document to start construction. France is reviewing the construction license application of its DGR. Switzerland has proposed the location of its DGR and is carrying out the production of the documentation for the license application. These four countries took decades to choose the location for their DGR. The length of this process is explained by 1) the amount of technical investigations and studies that were carried out to first identify, select and then fully characterize the suitable site and 2) the progressive decision-making process defined by their respective legal frameworks, including the participation and engagement of communities and stakeholders.

The damage to structures during an earthquake can be varied depending on the frequency characteristics of seismic waves and the geological properties of the ground. Therefore, considering such attributes in the design ground motions is crucial. The Korean seismic design standard (KDS 17 10 00) provides design response spectra for various ground classifications. If required for time-domain analysis, ground motion time series can be either selected and adjusted from motions recorded at rock sites in intraplate regions or artificially synthesized. Ground motion time series at soil sites should be obtained from site response analysis. However, in practice, selecting suitable ground motion records is challenging due to the overall lack of large earthquakes in intraplate regions, and artificially synthesized time series often leads to unrealistic responses of structures. As an alternative approach, this study provides a case study of generating ground motion time series based on the hybrid broadband ground motion simulation of selected scenario earthquakes at sites in the Nakdonggang delta region. This research is significant as it provides a novel method for generating ground motion time series that can be used in seismic design and response analysis. For large-magnitude earthquake scenarios close to the epicenter, the simulated response spectra surpassed the 1000-year design response spectra in some specific frequency ranges. Subsequently, the acceleration time series at each location were used as input motions to perform nonlinear 1D site response analysis through the PySeismoSoil Package to account for the site response characteristics at each location. The results of the study revealed a tendency to amplify ground motion in the mid to long-period range in most places within the study area. Additionally, significant amplification in the short-period range was observed in some locations characterized by a thin soil layer and relatively high shear wave velocity soil near the upper bedrock.

Buseok Temple in Yeongju was established by Uisang of Silla at the end of the Three Kingdoms period in 676 under the order of the king. In 1849, An jeong-gu recorded in Sunheung-eupji that 'Galang Mountain : To the north of Bonghwang Mountain. Originally, it was the old site of Buseok Temple'. According to these records, the current Buseok Temple is not the Buseok Temple established by Uisang of Silla. The purpose of this study is to investigate and analyze ancient documents related to the relocation of Buseok Temple based on the records of Sunheung-eupji and to conduct an on-site survey based on them to find out the truth about the old site of Buseok Temple. As a result of the study, the records of the relocation of Buseok Temple were confirmed in the old literature. As a result of the on-site investigation, a basin of about 75,000m² was found in Mt. Gaegot, which is located north of Mount Bonghwang. And here, roof tiles of the late Goryeo Dynasty and early Joseon Dynasty were found. These findings suggest the possibility that this place is the old site of Buseok Temple.

PURPOSES : This study aimed to analyze the primary maintenance procedures and safety inspection checklist characteristics for suspension bridges. The study referred to the current suspension bridge safety management manual and conducted an on-site safety inspection. By comparing and analyzing any missing or inadequate inspection and management procedures, the study identified major inspection and management areas requiring improvement, and proposed potential solutions. METHODS : The study referred to the current suspension bridge safety management manual and conducted on-site safety inspections. By comparing and analyzing any missing or inadequate inspection and management procedures, the study identified major inspection and management areas requiring improvement, and proposed potential solutions. RESULTS : The study found that suspension bridges are currently inefficiently managed compared to other facilities subject to more rigorous maintenance and safety inspection. Therefore, maintenance and safety inspection procedures require improvement. CONCLUSIONS : For effective safety management and to reduce potential accident risk factors arising from negligent management, major improvements were suggested. Scientific maintenance and safety management could be achieved by incorporating enhancements into statutory requirements and improving management and inspection procedures. This long-term approach is likely to be more economical than the current methods, which lead to higher maintenance and repair costs and increased social costs from traffic accidents.