http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.
변환된 중국어를 복사하여 사용하시면 됩니다.
최재순 대한토목학회 2019 대한토목학회논문집 Vol.39 No.6
Since the Gyeongju earthquake in 2016 and the Pohang earthquake in 2017, the performance of various dynamic tests for seismic design has increased in Korea. However, sinusoidal load has been continuously used in the conventional laboratory tests to evaluate liquefaction potential and determine input-parameters in the numerical analysis. However, recent research results suggest that it is difficult to accurately simulate excess pore water changes of the ground under earthquake loads. In order to solve this problem, thisstudy proposes a combined sinusoidal loading and examines its applicability to the cyclic shear and triaxial test. Also, its validity is examined through performing of shaking-table test and numerical analysis based on the effective stress model. As a result, it was found that the proposed combined sinusoidal loading can more accurately simulate the change of excess pore water pressure in saturated soilsunder real earthquake load than the sinusoidal load. 2016년 경주지진과 2017년 포항지진이 발생한 이후, 우리나라 내진설계에 있어서 다양한 실내진동시험의 수행이 증가하고 있으나, 액상화 평가나 수치해석의 입력파라미터를 산정하기 위한 실내진동시험에서는 이전부터 사용해 오던 정현하중의 이용이 계속되고 있다. 그러나, 최근 정현하중으로는 지진하중으로 야기되는 지반 내 과잉간극수압의 거동을 정확하게 모사하기 어렵다는 연구결과가 발표되며 정현하중을 대신하여 동하중의 개발에 대한 논의가 주목을 받기 시작하였다. 이 연구에서는 이러한 문제를 해결하고자 조합형 정현하중을 제안하고 주문진 표준사를 대상으로 한 진동전단실험과 진동삼축압축시험을 통해 그 적용성을 검토하였으며 추가로 진동대시험과 유효응력해석모델에 기초한 수치해석을 통해 그 타당성을 검토하였다. 검토 결과, 제안된 조합형 정현하중이 정현하중보다 실지진하중 하에서의 포화지반 내 과잉간극수압의 거동변화를 잘 모사할 수 있음을 발견하였다.
국내 지진 모의시험에 이용되는 규사의 액상화 저항특성에 관한 실험적 분석
최재순,진윤홍,백우현 한국지반환경공학회 2022 한국지반환경공학회논문집 Vol.23 No.5
본 연구에서는 국내 지진모의시험 수행 시 모래지반의 모사를 위해 국내에서 널리 이용되는 지반재료인 인공규사를 대상으로 상대밀도 차이에 따른 진동삼축시험을 수행하여 인공규사의 동적특성 및 액상화 저항특성을 실험적으로 분석하였다. 상대밀도 조건을 40%, 60%, 80%로 달리한 시험결과를 통해 상대밀도에 따른 액상화 저항특성을 확인하였으며, 액상화 진동저항응력비(Cyclic resistance stress ratio, CRR) 산정 곡선을 도시하였다. 또한, 액상화 진동저항응력비(CRR) 산정곡선의 타당성을 검토하기 위해 실내진동삼축시험에 사용된 규사로 이루어진 인공지반을 조성한 후, 간편예측법과 상세예측법을 통한 액상화 평가를 수행하여 각각의 안전율을 비교・검토하였다. 최종적으로, 상대밀도를 달리한 실험을 통해 인공규사의 동적물성을 파악하여 결과를 도출하였으며, 이 결과를 물성치로 적용한 상대밀도 40% 간편예측법은 안전율이 1로 안전한 지반으로 도출된 반면 상세예측법은 0.05작은 값으로 결과가 도출되었다.
최재순 한국도로학회 2016 한국도로학회논문집 Vol.18 No.6
OBJECTIVES: Currently, the market for carbon emissions trading has been increasing. In Korea, it is known that traffic mode rate in bike transportation is low. However, if bike transportation system is encouraged and the traffic mode rate is increased, it would be possible to reduce carbon emissions through the trading market. In this study, a practical policy to activate the bike transportation system in Korea will be proposed and verified. METHODS: Past studies regarding bike transportation system in international and domestic metropolitan cities were analyzed. Moreover, detailed reviews on recent carbon emissions trading market were performed. In particular, SWOT analysis on the bike transportation system in Korea and policy topology analysis were conducted. RESULTS: Based on the literature reviews and SWOT analysis, a new bike transportation policy was proposed. Several actual plans to adopt in Korea were proposed. In addition, a new bike transportation policy was analyzed using policy typology model, and a business model related to the cost of implementing the system and CERs were also proposed. CONCLUSIONS : It is concluded that the proposed bike transportation activation policy and several practical plans to connect CERs and a business model including bus, subway, T-money and bike riders to give some incentive were effective and reasonable. It is desired that this study will help Korea to get CERs through bike transportation activation in the future.
매립부지의 시설위치 선정을 위한 지진시 지반재해 영향평가 사례연구
최재순,백우현,김장태 한국아스팔트학회 2023 한국아스팔트학회지 Vol.13 No.2
Since 1980s, due to the rise in domestic real estate prices, it has become difficult to secure land for the construction of social overhead capital. Instead, the necessary land has been secured through reclamation of domestic coastal areas, and such attempts have continued in recent years. Meanwhile, due to the 1995 southern Hyogoken-Nambu earthquake that struck Kobe, most of Kobe Port, built on reclaimed land, lost its port logistics distribution function due to soil liquefaction. The Korean peninsula, previously considered a safe zone against earthquake, experienced soil liquefaction in 2017. In this study, a method for evaluating the impact of ground disasters during earthquakes was presented in selecting the locations of roads and major facilities when making construction plans on reclaimed lands, and the assessment for seismic geotechnical disaster was performed in actual reclaimed lands