• 한국철도학회:학술대회논문집
• /
• 한국철도학회 2009년도 춘계학술대회 논문집 특별세미나,특별/일반세션
• /
• pp.641-646
• /
• 2009

Concrete tracks are superior to ballast tracks in the aspect of durability, maintenance and safety. However, deteriorated stiffness of railroad bed and settlement of soft ground induced by trapped or seepage water lead to problems in safety of train operation. In this research, characteristic stiffness of concrete tracks, which is determined from FRACTAL (Flexural-Rigidity Assessment of Concrete Tracks by Antisymmetric Lamb Waves) technique, was employed as an index of track displacement. The characteristic stiffness is defined using Poisson's ratio, moment of inertia and stiffness ratio of subgrade to slab. To verify validity and reliability of the proposed characteristic stiffness, experimental and theoretical researches were performed. Feasibility of the characteristic stiffness based on FRACTAL technique was proved at a real concrete track for Korean high-speed trains. Validity of the FRACTAL technique was also verified by comparing the results of impulse-response tests performed at the same measurement array and the results of SASW tests and DC resistivity survey performed at a shoulder nearby the track.

• Earthquakes and Structures
• /
• 제22권4호
• /
• pp.331-343
• /
• 2022

Masonry structures are the most common structural systems that have been used almost all over the world from the earliest ages of history to the present day. These structural systems are often unfavorably affected by natural disasters such as earthquakes. The main reason for this is that they are built without sufficient engineering knowledge. On January 24, 2020, a severe earthquake occurred near the Sivrice District of Elazığ in eastern Turkey. According to the Turkish Directorate of Disaster and Emergency Management (AFAD), the magnitude of the earthquake was 6.8 and the focal depth 8 km. This earthquake caused damage and destruction to the masonry structures used extensively in the region. The Hacı Yusuf Taş (new) mosque in the Malatya city center, located about 64 km from the epicenter of the earthquake, was among the buildings affected by the earthquake. The mosque has smooth-cut stone walls and domes made of brick units. The main dome of the structure was severely damaged during the earthquake. In this study, information about the earthquake is first provided, and the damage to the mosque is then interpreted via photographs. In addition, two separate finite element models were produced, where the current state of mosque and solution suggestions are presented, and response spectrum analyses were carried out. According to these analyses and field observations, a buttress system to the main walls of the structure should be constructed in the direction which has little lateral rigidity.

• 한국터널지하공간학회 논문집
• /
• 제12권3호
• /
• pp.257-264
• /
• 2010

본 논문은 부지응답해석 및 실내시험에 기초한 지하공간 내진설계 개념을 제안하는데 목적을 두고 있다. 설계응답 스펙트럼 및 가속도시간이력과 같은 입력운동의 통제점 위치와 기반암 가정물성이 내진설계에 매우 중요한 역할을 하고 있음을 본 연구결과를 통해 알 수 있었다. 그러므로 통제점 위치에 따른 지표면 자유장운동, 기반암운동 또는 암반노두운동 지반운동 변화를 합리적으로 모델링 할 수 있는 적절한 지반응답 모델을 이용하면 지진하중을 받는 지하공간의 합리적인 경계조건을 모사할 수 있고 현실적인 내진설계가 가능하다.

• 지구물리와물리탐사
• /
• 제11권3호
• /
• pp.197-203
• /
• 2008

서해안 민어포 조간대 지역에서 해수면변동과 연관된 갯벌의 퇴적구조를 파악하기 위해 고해상 천부 육상 탄성파탐사를 실시하였다. 음원으로는 5 kg 무게의 망치를 사용하였으며, 48채널의 100-Hz 지오폰을 이용하여 서로 수직한 두 측선에 대하여 1 m간격으로 총 795 m shot의 자료를 획득하였다. 갯벌 표면이 물에 의해 포화된 상태를 이루고 있어 강성률이 매우 낮아 ground roll의 발생이 억제되었으며 기록되는 반사신호의 속도가 1500m/s 이상이므로 일반적인 육상 천부탄성파 탐사시에 기록되는 저속도의 잡음과 분리하기가 쉽다. 그 결과 일반적이 육상탐사에 비해 자료의 신호 대 잡음비가 상당히 높고 해상도가 우수한 탄성파 단면을 얻을 수 있었다. 중합단면을 해석해 보면 조사지역의 음향기반 암 상부의 퇴적층은 5 개의 층서로 나뉘어 진다. 지난 빙하기때 침식된 층 위에 홀로세 이후 해수면 상승과 관련하여 형성된 갯벌의 구조를 연속적으로 파악할 수 있었다.

• 한국지구물리탐사학회:학술대회논문집
• /
• 한국지구물리탐사학회 2002년도 정기총회 및 제4회 특별심포지움
• /
• pp.67-84
• /
• 2002

서해안 민어포 조간대 지역에서 해수면 변동과 연관된 갯벌의 퇴적구조를 파악하기 위해 고해상 천부 육상 탄성파탐사를 실시하였다. 음원으로는 5 kg 무게의 망치를 사용하였으며, 48채널의 100 Hz 지오폰을 이용하여 서로 수직한 두 측선에 대하여 1 m 간격으로 총 795 m shot의 자료를 획득하였다. 갯벌 표면이 물에 의해 포화된 상태를 이루고 있어 강성률이 매우 낮아 ground roll의 발생이 억제되었으며 기록되는 반사신호의 속도가 1500 m/s 이상이므로 일반적인 육상 천부탄성파 탐사시에 기록되는 저속도의 잡음과 분리하기가 쉽다. 그 결과 자료의 신호대 잡음비가 상당히 높고 해상도가 우수한 탄성파 단면을 얻을 수 있었다. 중합단면을 해석해 보면 조사지역의 음향기반암 상부의 퇴적층은 5 개의 층서로 나뉘어 진다. 해수면 상승에 의한 점진적 퇴적상이 전체 조사 구간에 걸쳐 우세하게 나타나고 있지만, 퇴적층 내에서 해수면 하강에 따른 침식도 관찰된다.

• 한국지반공학회지:지반
• /
• 제1권2호
• /
• pp.27-40
• /
• 1985

본고는 기약지반변형해석에 이용될 범용 program을 개발하고 이를 이용하여 성토부끝에 sheet pile을 타설하거나 혹은 성토부아래의 연약정토지반을 개취하였을 때의 변형억제효과를 연구한 것이다. 본고에 적용된 압밀리론으로서 Biot의 압밀방정식과 구성방정식으로서 탄소성리론에 근거한 modified Cam-clay 이론을 적용하였고 유한요소해석으로서는 Christian-Boehmer계를 도입하여 program화한 것이다. 그 주요한 결론은 다음과 같다. 1. 속변지반의 침하효과에 관해서는 sheet pile이나 심우혼합처새깊이를 자지층까지 관입하여 시공하고 그 자신의 침하가 없을 경우에만 유효하다. 2. 흔히 사용되는 sheet pile대책공법은 통상의 steel sheet pile의 각성으로서는 성토직후의 봉기, 측방변위의 억제효과는 기대할 수 없다. 3. Sheet pile에 대한 예상론인 사용방법은 성토하부에 세밀을 촉진하기 위해 vertical drain을 설치하고 점증재하 방법만이 확실한 효과가 있다. 4. 체층혼합처리공법은 예상한 바와 같이 그 자종가 강성이 클수록 침하억제핵과가 있다. 특히 grouting을 통한 지반강화가 곧장 주변지반의 변형억제효과가 있다고 단정하는 것은 그 강성 까 관련하여 신중히 고려하여 결정해야 한다.

• 한국농공학회지
• /
• 제38권1호
• /
• pp.116-127
• /
• 1996

This paper dealt with FEM analysis of foundation improved with pack drain. The theory on pack drain was scrutinized and observed values in the field were compared with numerical results. Work site of Kwangyang container pier was selected as a ease study in which measurement of settlement and pore water pressure was accurately carried out. Biot's consolidation equation was selected as governing One, coupled with modified Camclay model as constitutive one. Christian and Boehmer's numerical technique was adopted. Behavior of foundation with pack drain is not simple but very complicated. Discontinuity resulted from rigidity difference between adjacent materials, smear effect and complicated boundary conditions should be considered in the behavior analysis of foundation behavior. The results of numerical analysis were influenced by smear zone. In relevant to this effect, finite element analysis was carried out using the reduced horizontal coefficient of permeability in the smear zone; The numerical results were compared with observed values in surface settlement. including pore water pressure. However only lateral di5plaoement by numerical ana1Ysis was shown since its measurement was not performed in the field. The predication of settlement to be developed later can be effectively employed for the obtimization of construction. The predication of residual settlement using the data measured in the field was made by Hoshino, Asaoka and hyperbolic method. Among them, the hyperbolic method proved best one. Settlements accorded well between numsrical and observed values while pore pressure showed a slight difference. Lateral displacement showed largest values at constant distance from ground surface. The validation of foundation analysis improved with pack drain by computer program employed in this study selecting modified Cam-clay model was satisfactorily secured.

• Earthquakes and Structures
• /
• 제12권6호
• /
• pp.689-697
• /
• 2017

Nowadays, there are a great number of various structures that have been retrofitted by using different FRP Composites. Due to this, more researches need to be conducted to know more the characteristics of these structures, not only that but also a comparison among them before and after the retrofitting is needed. In this research, a model steel structure is tested using a bench-scale earthquake simulator on the shake table, using recorded micro tremor data, in order to get the dynamic behaviors. Beams of the model steel structure are then retrofitted by using CFRP composite, and then tested on the Quanser shake table by using the recorded micro tremor data. At this stage, it is needed to evaluate the dynamic behaviors of the retrofitted model steel structure. Various types of methods of OMA, such as EFDD, SSI, etc. are used to take action in the ambient responses. Having a purpose to learn more about the effects of FRP composite, experimental model analysis of both types (retrofitted and no-retrofitted models) is conducted to evaluate their dynamic behaviors. There is a provision of ambient excitation to the shake table by using recorded micro tremor ambient vibration data on ground level. Furthermore, the Enhanced Frequency Domain decomposition is used through output-only modal identification. At the end of this study, moderate correlation is obtained between mode shapes, periods and damping ratios. The aim of this research is to show and determine the effects of CFRP Composite implementation on structural responses of the model steel structure, in terms of changing its dynamical behaviors. The frequencies for model steel structure and the retrofitted model steel structure are shown to be 34.43% in average difference. Finally, it is shown that, in order to evaluate the period and rigidity of retrofitted structures, OMA might be used.

• 한국지반환경공학회 논문집
• /
• 제15권10호
• /
• pp.53-62
• /
• 2014

국내의 경우 하수관으로 많이 사용되어 온 관종은 콘크리트 흄관으로 대표되는 강성관이 주를 이루고 있으나, 시간 경과에 따른 관 부식 및 수밀성 부족 등의 이유로 사용이 급격히 감소하고 있다. 반면에 연성관은 부식에 강할 뿐만 아니라 자재의 무게가 경량이어서 시공성이 우수한 장점이 있어 사용이 증가하고 있는 실정이다. 그러나 연성관에 대한 시장의 신뢰성 부족과 미흡한 다짐관리로 인한 국부적인 파손사례가 발생하고 있어 이에 대한 원인분석 및 관리방안이 필요한 실정이다. 이에 본 연구에서는 시공순서, 관의 강성, 관 하부 콘크리트 기초의 강도, 관 하부 모래기초의 다짐도, 관 주변 모래의 다짐도 및 관 상단 되메움재의 다짐도 등을 변화시켜 가며 각각의 조건에 따른 관의 변형특성을 수치해석을 통하여 평가하였다. 평가결과 각 인자에 대한 영향을 확인할 수 있었으며 특히 연성관의 경우 관 주변 모래의 품질관리가 중요한 것으로 나타났다.

• 한국의류학회지
• /
• 제19권3호
• /
• pp.471-482
• /
• 1995

Using the acetate velvet and viscose velvet whose pile lengths were sheared as 1.45, 1.55, 1 65, 1.75, 1.85, 1.90mm under the condition equating the weaving process of ground fabric, the conclusions were as follows through the results of the sensory assessments estimated by women students in our university and the physical properties, H. V and T. H. V obtained by KES-F system. 1. In the sensory assessments estimated by the method of paired comparison and ranking of samples, the longer pile length was, the more the hand values of smoothness, softness, thickness, heaviness increased on the whole. 2. The H V. and T. H. V. measured by KES-F system were as follows; Kohi increased to pile length 1.85mm and then decreased a little at 1.90mm. hummer increased as pile length was longer. Fukurami increased to pile length 1.75mm and then decreased gradually as pile length was longer. Total hand value increased gradually from 1. 45mm to 1.85mm, had the top value at 1.85mm, and then decreased a little at 1.90mm. 3. In the results of summarizing $\ulcorner$the physical properties correlated closely with the H. V obtained by sensory assessments$\lrcorner$ and tithe Physical properties correlated closely with the H. V. and T. H. V obtained by KES-F systems, it showed that all the sensory properties correlated closely with compressive energy, flexural rigidity, thickness, weight and pile ratio in the former and that the physical properties correlated closely with each H V and T. H. V were different in the latter. 4. It showed that factor 1 was related to compressive energy, thickness, weight, pile ratio, factor 2 was related to recovery energy, compressive resilience, compressive index, and factor 3 was related to compressive recovery ratio in the result of factor analysis. 5. In the multiple repression analysis, the expressions of all sensory properties had compressive ratio, frictional coefficient in the regression expressions of $\ulcorner$H. V. obtained by sensory assessments$\lrcorner$, while the expressions of each H. V. and different physical properties in the regression expressions of $\ulcorner$H. V. obtained by KES-F system$\lrcorner$.