• 제목/요약/키워드: Ground characteristics of Slope

검색결과 206건 처리시간 0.024초

Analysis of landing mission phases for robotic exploration on phobos mar's moon

  • Stio, A.;Spinolo, P.;Carrera, E.;Augello, R.
    • Advances in aircraft and spacecraft science
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    • 제4권5호
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    • pp.529-541
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    • 2017
  • Landing phase is one of the crucial and most important phases during robotic aerospace explorations. It concerns the impact of the landing module of a spacecraft on a celestial body. Risks and uncertainties of landing are mainly due to the morphology of the surface, the possible presence of rocks and other obstacles or subsidence. The present work quotes results of a computational analysis direct to investigate the stability during the landing phase of a lander on Phobos, a Mars Moon. The present study makes use of available software tools for the simulation analyses and results processing. Due to the nature of the system under consideration (i.e., large displacements and interaction between several systems), multibody simulations were performed to analyze the lander's behavior after the impact with the celestial body. The landing scenario was chosen as a result of a DOE (Design of Experiments) analysis in terms of lander velocity and position, or ground slope. In order to verify the reliability of the present multibody methodology for this particular aerospace issue, two different software tools were employed in order to emphasize two different ways to simulate the crash-box, a particular component of the system used to cushion the impact. The results show the most important frames of the simulations so as to provide a general idea about how lander behaves in its descent and some trends of the main characteristics of the system. In conclusion, the success of the approach is demonstrated by highlighting that the results (crash-box shortening trend and lander's kinetic energy) are comparable between the two tools and that the stability is ensured.

예산군 보호수 실태조사를 통한 효율적 관리방안 제언 (A Study on the Management Plan by Actual Condition Survey of Protected Tree in Yesan-gun)

  • 강방훈;조승진;손진관;김미희;안옥선
    • 농촌계획
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    • 제17권3호
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    • pp.67-80
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    • 2011
  • This study was conducted to understand the distribution characteristics of old tree (protected tree) and propose the effective management plan for old tree to make hold a sustained function as natural and cultural resources in rural area. We surveyed 96 old trees at 69 farm villages in Yaesan-gun, South Chungcheong Province. The species of tree was investigated with Zelkova serrata, Ginkgo biloba, Quercus acutissima, Pinus densiflora, Celtis sinensis, and Juniperus cbinensis order. Most of them located at the inside (43.6%) and the entrance (35.1%) of a village, and at mountain slope (31.9%) and alluvial plain (25.3%) in terms of distribution topography. The existing place of pollution source was investigated with 61%, and the pollution sources were blocks, construction materials, cement packings, farm machines and living garbage. The place where the rates of bare ground were more than 50% for the root region of a protection tree was 63%. The tree surgical operation was investigated in 37.5% of protection trees, and 12.5% of protection trees were investigated with a tree surgical operation being immediately. The average score for health condition of old tree at study sites was 18.6 points. A monitoring class was divided by public monitor 59.3%, main monitor 38.5%, and dead tree 2.2% on the basis of that information. Hereafter, we will conduct to promote the management guideline and develope culture contents through additional investigation.

Real-time hybrid simulation of smart base-isolated raised floor systems for high-tech industry

  • Chen, Pei-Ching;Hsu, Shiau-Ching;Zhong, You-Jin;Wang, Shiang-Jung
    • Smart Structures and Systems
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    • 제23권1호
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    • pp.91-106
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    • 2019
  • Adopting sloped rolling-type isolation devices underneath a raised floor system has been proved as one of the most effective approaches to mitigate seismic responses of the protected equipment installed above. However, pounding against surrounding walls or other obstructions may occur if such a base-isolated raised floor system is subjected to long-period excitation, leading to adverse effects or even more severe damage. In this study, real-time hybrid simulation (RTHS) is adopted to assess the control performance of a smart base-isolated raised floor system as it is an efficient and cost-effective experimental method. It is composed of multiple sloped rolling-type isolation devices, a rigid steel platen, four magnetorheological (MR) dampers, and protected high-tech equipment. One of the MR dampers is physically tested in the laboratory while the remainders are numerically simulated. In order to consider the effect of input excitation characteristics on the isolation performance, the smart base-isolated raised floor system is assumed to be located at the roof of a building and the ground level. Four control algorithms are designed for the MR dampers including passive-on, switching, modified switching, and fuzzy logic control. Six artificial spectrum-compatible input excitations and three slope angles of the isolation devices are considered in the RTHS. Experimental results demonstrate that the incorporation of semi-active control into a base-isolated raised floor system is effective and feasible in practice for high-tech industry.

소형 탄성파탐사기(PS-1)을 이용한 산사태예지기술개발 (Prediction and development on technics of landslide prospecting by seismic refraction(PS-1))

  • 김재헌
    • 기술사
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    • 제25권4호
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    • pp.102-108
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    • 1992
  • This study was carried to find out the soil characteristics of landslide site and to develope landslide prediction method by seismic refraction prospecting. For these aims, landslide condition and travel time were investigated at 68 Landslide sites over the country during 1990 to 1991. The results were as follows. 1. The surface of rupture was included mainly in C layer. Its Hardness was less than 3kg / $\textrm{cm}^2$ at the upper pare of landslide. 2. When the profile line length was 20m, the range of travel time was 40 to 90 msec. The travel time did not differ between bedrocks. 3. Refraction distance ranged from 1 to 7m and mean of that was 2.5m. Travel time was increased according to receiving distance without large variance in the refraction distance but that was appeared large variance out of the refraction distance on slope that has shallow soil depth and discontinuous ground surface. Therefore, the spread distance must be shorten to 10-l5m. 4. The seismic velocity at the first layer(layer of rupture) was less than 500m1sec by degree of weathering and the velocity at the second layer decreased in order of Granite> Granitic gneiss >Sedimentary rock. 5. The first layer observed by seismic refraction was contained C layer that has parent material and weathered rocks of hardness 10-20kg/$\textrm{cm}^2$. 6. Among the range of seismic velocity was less than 200m/sec in 63% of the total plots, 200-300m/sec in 34% and 300-500m /sec in 3%. 7. There was a proportional relationship between seismic prospecting soil depth and executive soil depth, and seismic propection soil depth was about 10 to 20cm deeper than the order.

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소규모 필댐의 침투수 관리를 위한 감압정 효과에 대한 수치해석 (Numerical Analysis of Relief Well Effect for Seepage Control of Small Fill Dam)

  • 장재훈;유찬호;백승철
    • 한국지반환경공학회 논문집
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    • 제21권2호
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    • pp.5-13
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    • 2020
  • 감압정은 소규모 필댐과 같은 소규모 댐에서 침투수 관리에 효과가 있다고 보고되고 있지만 감압정의 효과에 대한 정량적인 연구는 드물고 설계기준 또한 전무한 실정이다. 이에 본 연구에서는 소규모 필댐의 침투수 처리 효과를 정량적으로 분석하고자 댐 제체와 기초지반의 조건에 따른 침투해석을 수행하여 침투수의 거동특성을 파악함으로써, 댐 제체 선단에 작용하는 양압력을 분석하였다. 감압정의 설치 여부에 따라 댐 하류부 제체 선단의 기초지반에 작용하는 양압력의 감소 효과를 분석하였으며, 분석결과 감압정은 기초지반에서 파이핑 및 제체 활동을 유발시킬 수 있는 간극수압을 저감시키는데 효과가 있는 것을 확인하였다.

병진이동으로 인한 주동파괴 시 지오그리드 보강토 모델벽체의 거동 (Behaviour of geogrid reinforced model retaining wall in active failure state by execution of parallel movement)

  • 이강만;공석민;이대영;이용주
    • 한국지반신소재학회논문집
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    • 제14권4호
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    • pp.117-127
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    • 2015
  • 최근 사면 및 흙막이 벽체의 붕괴에 따른 안전사고가 빈번하게 발생함에 따라 보강토 옹벽 공법의 안정성이 사회적인 문제로 대두되고 있다. 본 연구는 모형벽체 시험기를 제작하여 지오그리드 길이와 보강 층수에 따른 주동파괴 시 흙막이 벽체와 지반의 거동특성을 분석하였다. 벽체 시험에 사용된 지오그리드는 각각 $30cm{\times}60cm$, $30cm{\times}70cm$, $30cm{\times}80cm$ (폭 ${\times}$ 길이)의 크기를 가지며, 일정한 깊이로 설치되었다. 모형벽체 시험은 2장의 동일한 길이의 지오그리드, 2장의 서로 다른 길이의 지오그리드, 4장의 동일한 길이의 지오그리드, 4장의 서로 다른 길이의 지오그리드 총 4가지 case로 나누어 모형시험을 진행하였다. 또한 유한요소 수치해석을 통해 보강방법에 따른 지반의 거동을 예측하였다.

임해준설매립지 식물분포와 표층토양의 이화학적 특성 (Plant Distributions and Physicochemical Characteristics of Topsoil on the Reclaimed Dredging Area)

  • 남웅;곽영세;정인호;이덕범;이상석
    • 한국조경학회지
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    • 제36권3호
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    • pp.52-62
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    • 2008
  • 본 연구는 광양제철소 임해준설매립지에 자생하는 식물분포와 토양환경요인의 특성을 규명하고, 식물분포와 토양과의 상관관계를 밝힘으로써 향후 생태적 조경의 활용방안을 제시하고자 한다. 연구대상지는 해수변으로부터 시작하여 표고 15m에 이르는 지역으로 임해준설매립지내 조사지역 1,2,3 및 4는 전형적인 염습지의 특정을 나타내었다. 조사지역의 총 출현종수는 1, 2, 3, 4, 5지역별로 각각 13, 15, 22, 27, 35종으로 증가하는 것으로 나타났으며, 염생식물은 감소하고 중성식물은 증가하는 경향을 나타내었다. 각 조사지역별 표층토양(O ~2Ocm)의 물리, 화학적 특성을 분석한 결과, 조사지역 1 에 서 조사지역 4로 이동함에 따라 탈염이 진행되면서 토양산도 및 전기전도도는 낮아지고, 영분, 유효인산, 칼륨, 염소, 칼숨, 마그네숨 등은 함량이 감소된 반면, 전 질소, 미사, 점토함량은 증가하는 경향을 보여주었다. 이는 임해준설매립지에서 자연강우에 토양이 장기간 노출되면서 염분과 관련된 토양환경인자들이 변화하는 것을 잘 나타내는 것이다. 이러한 분석 결과, 염분과 관련된 인자들이 연구대상지의 식물분포의 변화를 유도한 주요한 영향요인으로 밝혀졌다.

한국 서남해 섬마을의 경관체계해석 -진도군 조도군도, 신안군 비 금, 도초, 우이도 및 흑산군도를 중심으로- (A Landscape Interpretation of Island Villages in Korean Southwest Sea)

  • 김한배
    • 한국조경학회지
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    • 제18권4호
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    • pp.45-71
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    • 1991
  • The landscape systems in Korean island settlements can be recognized as results of ingabitants' ecological adptation to the isolated environment with the limited natural resources. Both the fishery dominant industry in island society and ecological nature of its environments seem to have influenced on inhabitants' environmental cognition as well as the physical landscape of island villages such as its location, spatial pattern in each village, housing form and so on. This study was done mainly by both refering to the related documents and direct observations in case study areas, and results of the study can be summarized as follows. 1. In general, the landscape of an individual island seems to take more innate characteristics of island's own, corresponding to the degree of isolation from mainland. That is, while the landscape of island in neighboring waters takes both inland-like and island-innate landscape character at the same time, the one in the open sea far from land takes more innate landscape character of all island's own in the aspects of village location, land use and housing density etc. 2. The convex landform of most islands brings about more centrifugal village allocation than centripetal allocation in most inland villages. And thus most villages in each island face extremely diverse directions different from the south facing preference in most inland rural villages. 3. Most island villages tend to be located along the ecologically transitional strip between land and sea, so called 'line of life', rather than between hilly slope and flat land as being in most inland village locations. So they are located with marine ecology bounded fishing ground ahead and land ecology bounded agricultural site at the back of them. 4. The settlement pattern of the island fishing villages shows more compact spatial structure than that of inland agricultural villages, due to the absolute limits of usable land resources and the adaptation to the marine environment with severe sea winds and waves or for the easy accessability to the fishing grounds. And also the managerial patterns of public owned sea weed catching ground, which take each family as the unit of usership rather than an individual, seem to make the villagescape more compact and the size of Individual residence smaller than that of inland agricultural village. 5. The folk shrine('Dand') systems, in persrective of villagescape, represent innate environmental cognition of island inhabitants above all other cultural landscape elements in the island. Usually the kinds and the meanings of island's communal shrine and its allocative patternsin island villagescape are composed of set with binary opposition, for example 'Upper shrine(representing 'earth', 'mountain' or 'fire')' and 'Lower Shrine(representing 'sea', 'dragon' or 'water') are those. They are usually located at contrary positions in villagescape each other. That is, they are located at 'the virtical center or visual terminus(Upper shrine at hillside behind the village)' and 'the border or entrance(Lower Shrine at seashore in front of the village)'. Each of these shirines' divinity coincides with each subsystem of island's natural eco-system(earth sphere vs marine sphere) and they also contribute to ecological conservation, bonded with the 'Sacred Forest(usually with another function of windbreak)' or 'Sacred Natural Fountain' nearby them, which are representatives of island's natural resources.

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Markov Envelope를 이용한 지진동의 위상차 확률분포와 전파지연시간의 추정 (Inference of the Probability Distribution of Phase Difference and the Path Duration of Ground Motion from Markov Envelope)

  • 최항;윤병익
    • 한국지진공학회논문집
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    • 제26권5호
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    • pp.191-202
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    • 2022
  • Markov envelope as a theoretical solution of the parabolic wave equation with Markov approximation for the von Kármán type random medium is studied and approximated with the convolution of two probability density functions (pdf) of normal and gamma distributions considering the previous studies on the applications of Radiative Transfer Theory (RTT) and the analysis results of earthquake records. Through the approximation with gamma pdf, the constant shape parameter of 2 was determined regardless of the source distance ro. This finding means that the scattering process has the property of an inhomogeneous single-scattering Poisson process, unlike the previous studies, which resulted in a homogeneous multiple-scattering Poisson process. Approximated Markov envelope can be treated as the normalized mean square (MS) envelope for ground acceleration because of the flat source Fourier spectrum. Based on such characteristics, the path duration is estimated from the approximated MS envelope and compared to the empirical formula derived by Boore and Thompson. The results clearly show that the path duration increases proportionately to ro1/2-ro2, and the peak value of the RMS envelope is attenuated by exp (-0.0033ro), excluding the geometrical attenuation. The attenuation slope for ro≤100 km is quite similar to that of effective attenuation for shallow crustal earthquakes, and it may be difficult to distinguish the contribution of intrinsic attenuation from effective attenuation. Slowly varying dispersive delay, also called the medium effect, represented by regular pdf, governs the path duration for the source distance shorter than 100 km. Moreover, the diffraction term, also called the distance effect because of scattering, fully controls the path duration beyond the source distance of 300 km and has a steep gradient compared to the medium effect. Source distance 100-300 km is a transition range of the path duration governing effect from random medium to distance. This means that the scattering may not be the prime cause of peak attenuation and envelope broadening for the source distance of less than 200 km. Furthermore, it is also shown that normal distribution is appropriate for the probability distribution of phase difference, as asserted in the previous studies.

정확한 소성한계 측정을 위한 새로운 실험법 제안 (The proposal on the new method for accurate to measure the plastic limits)

  • 고재민;이병석
    • 한국산학기술학회논문지
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    • 제19권6호
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    • pp.68-79
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    • 2018
  • 지반조사에서 지반재료 특성의 판단은 매우 중요하다. Casagrande는 재료적 특성을 이용하여 흙을 분류하였다. 액 소성한계 시험은 흙의 기본적인 정보를 얻기 유용하며 실트와 점토를 분류하는 효과적인 방법과 재료 특성인 전단강도, 수축, 팽창 등의 정보를 제공한다. 액성한계와 다르게 소성한계는 시험절차의 모호성으로 많은 지반 공학자 및 기술자들이 시험결과에 의문을 제기하고 있다. 이를 해결하기 위해 낙하에너지를 이용한 새로운 소성한계 측정법을 제안하였다. 본 연구에서는 새로운 소성한계측정법의 정확성을 검토하기 위하여 새로운 카올리나이트, 일라이트, 벤토나이트를 각각 일정비율로 혼합하고 국내 서해안 일대의 시료를 채취하여 소성한계 측정법을 종래 방법과 비교 하였다. 비교 실험을 통한 검토결과 새로운 시험법의 시험값은 기존의 thread rolling시험의 시험값의 오차 범위가 10%에서 약 2%의 차이로 시험의 재현성이 높으며 기존 소성한계 시험값의 기울기와 차이가 0.11519 ~ 0.1925로 거의 시험의 결과 값이 유사 또는 일치하고 있음을 알 수 있었다. 또한 새로운 시험법을 보다 간편하게 적용할 수 있도록 일점법을 제안하였다.