• Title/Summary/Keyword: 지하도로

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Evaluating the groundwater prediction using LSTM model (LSTM 모형을 이용한 지하수위 예측 평가)

  • Park, Changhui;Chung, Il-Moon
    • Journal of Korea Water Resources Association
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    • v.53 no.4
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    • pp.273-283
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    • 2020
  • Quantitative forecasting of groundwater levels for the assessment of groundwater variation and vulnerability is very important. To achieve this purpose, various time series analysis and machine learning techniques have been used. In this study, we developed a prediction model based on LSTM (Long short term memory), one of the artificial neural network (ANN) algorithms, for predicting the daily groundwater level of 11 groundwater wells in Hankyung-myeon, Jeju Island. In general, the groundwater level in Jeju Island is highly autocorrelated with tides and reflected the effects of precipitation. In order to construct an input and output variables based on the characteristics of addressing data, the precipitation data of the corresponding period was added to the groundwater level data. The LSTM neural network was trained using the initial 365-day data showing the four seasons and the remaining data were used for verification to evaluate the fitness of the predictive model. The model was developed using Keras, a Python-based deep learning framework, and the NVIDIA CUDA architecture was implemented to enhance the learning speed. As a result of learning and verifying the groundwater level variation using the LSTM neural network, the coefficient of determination (R2) was 0.98 on average, indicating that the predictive model developed was very accurate.

The study on application of automatic monitor system for initial fire suppression in double-deck tunnel (대심도 복층터널 초기화재 진압을 위한 자동모니터 소화설비의 적용성 연구)

  • Yoo, Yong-Ho;Park, Sang-Heon;Han, Sang-Ju;Park, Jin-Ouk
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.18 no.5
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    • pp.419-429
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    • 2016
  • In a bid to avoid the economic loss resulting from traffic jam in urban area, a deep underground road at 40 m depth has been considered and the first class disaster prevention facilities shall be applied according to domestic guideline. Automatic-monitoring fire extinguishing system designed to use for fire fighting has been widely applied at home and abroad. Recently development and commercialization through theoretical and experimental research to apply to road/railroad sector have been underway. Based on such performance of automatic fire extinguishing system, technical/economic analysis of existing water spray systems was conducted and as a result, it has demonstrated the superiority in terms of fire suppression as well as in cost efficiency. Then to commercialize this system, more diverse studies that will incorporate the characteristics of domestic tunnels are needed and should the system be promoted through institutional improvement, it's expected to become one of the advanced nations with own original technology in a life safety system industry throughout the world.

Study on Determination of Proper Pillar Width in Road Tunnel Design Stage (도로터널에서 적정한 필라폭 산정에 관한 연구)

  • Yang, Tae-Seon;Kim, Jae-Kyoung
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.14 no.5
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    • pp.187-194
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    • 2010
  • As the design of the pillar width (PW) of the parallel tunnels in downtown area, in which are located in plains zone with deep alluvium compared with mountain tunnels, is directly related with pre-compensation payment and costs of the underground area, it has to be planned as to keep minimum distance while securing the stability of the parallel tunnels. Although PW of downtown road tunnel in Korea is standardized as 1.5D(D: diameter of the tunnels), PW sometimes has to be reduced within 1.5D to adjust the tunnel lines to the city plan in the cases of the inlet and outlet of the tunnels. In this paper, the design and the analyses of optimum PW of the NATM type road tunnel in the downtown area are introduced. The relationship among the tunnel line planning and underground compensation fee, and ground characteristics are evaluated. In the determination of PW distance, the numerical analyses of underground road tunnels were performed, including the use of the strength decrease method and strength/stress ratio method. In the cases of inlet and outlet part of the tunnels where the stability of the pillars is poor due to contiguous construction of the parallel tunnels, the reinforcement methods are recommended for securing the stability. Numerical verification was performed for the reinforcement proposed.

A Method of Developing a Ground Layer with Risk of Ground Subsidence based on the 3D Ground Modeling (3차원 지반모델링 기반의 지반함몰 위험 지반 레이어 개발 방법)

  • Kang, Junggoo;Kang, Jaemo;Parh, Junhwan;Mun, Duhwan
    • Journal of the Korean GEO-environmental Society
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    • v.22 no.12
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    • pp.33-40
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    • 2021
  • The deterioration of underground facilities, disturbance of the ground due to underground development activities, and changes in ground water can cause ground subsidence accidents in the urban areas. The investigation on the geotechnical and hydraulic factors affecting the ground subsidence accident is very significant to predict the ground subsidence risk in advance. In this study, an analysis DB was constructed through 3D ground modeling to utilize the currently operating geotechnical survey information DB and ground water behavior information for risk prediction. Additionally, using these results, the relationship between the actual ground subsidence occurrence history and ground conditions and ground water level changes was confirmed. Furthermore, the methodology used to visualize the risk of ground subsidence was presented by reconstructing the engineering characteristics of the soil presented according to the Unified Soil Classification System (USCS) in the existing geotechnical survey information into the internal erosion sensitivity of the soil, Based on the result, it was confirmed that the ground in the area where the ground subsidence occurred consists of more than 40% of sand (SM, SC, SP, SW) vulnerable to internal erosion. In addition, the effect of the occurrence frequency of ground subsidence due to the change in ground water level is also confirmed.

A study on system improvement to utilization of underground space for the right complementary - Focused on land of exceeding the depth limit - (지하공간 활용의 권리보완을 위한 제도적 개선에 관한 연구 - 한계심도 초과 토지를 중심으로 -)

  • Seo, Yong-Su;Choi, Seung-Young
    • Journal of Cadastre & Land InformatiX
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    • v.44 no.1
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    • pp.97-111
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    • 2014
  • As urbanization and industrialization develops, the necessity of utilizing scarce land in three dimensions is raising. The issue of utilizing underground space is being actively discussed particularly when Geyeonggi-do announced GTX(Great Train Express) construction plan which aims to relieve traffic congestion in metropolitan areas. The current regulation on compensation of underground space is based on "Regulations on compensation standard complied by using underground space for construction of urban railway" but it is difficult for covering the whole rights to protect a three-dimensional right. In this context, the study is to propose the improvement plans of land right's problem and compensation issues to utilization of underground space for the right complementary. To do this, the study reviews the use situation of the classification surface right and using adjudication which defines the effect scope of underground space extending land ownership. As well as it analyzes issues about compensation standard for utilizing of underground space.

Dynamic Boundary Element Analysis of Underground Structures Using Multi-Layered Half-Plane Fundamental Solutions (2차원 다층 반무한해를 이용한 지하구조계의 동적 경계요소 해석)

  • 김문겸;이종우;조성용
    • Journal of the Earthquake Engineering Society of Korea
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    • v.1 no.4
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    • pp.59-68
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    • 1997
  • In analysis of underground structures, the effects of artificial boundary conditions are considered as one of the major reasons for differences from experimental results. These phenomena can be overcome by using the boundary elements which satisfy the multi-layered half space conditions. The fundamental solutions of multi-layered half-space for boundary element method is formulated satisfying the transmission and reflection of waves at each layer interface and radiation conditions at bottom layer. The governing equations can be obtained from the displacements at each layer which are expressed in terms of harmonic functions. All types of waves can be included using the complete response from semi-infinite integrals with respect to horizontal wavenumbers using expansion of Fourier series and Hankel transformation. Two dimensional Green's functions are derived from cylindrical Navier equations and potentials performing infinite integration in y-direction. In this case, it is effective to transform into two dimensional problem using semi-analytical integration and sinusoidal Bessel function. Some verifications are given to show the accuracy and efficiency of the developed method, and numerical examples to demonstrate the dynamic behavior of underground with various properties.

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A Study on the Design of Digital Twin System and Required Function for Underground Lifelines (지하공동구 디지털 트윈 체계 및 요구기능 설계에 관한 연구)

  • Jeong, Min-Woo;Lee, Hee-Seok;Shin, Dong-Bin
    • The Journal of the Korea Contents Association
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    • v.21 no.7
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    • pp.248-258
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    • 2021
  • 24-hour monitoring is required to maintain the city's lifeline function in the underground facility for public utilities. And it is necessary to develop technology to exchange the shortage of human resources. It is difficult to reflect the specificity of underground space management in general management methods. This study proposes underground facility for public utilities digital twin system requirements. The concept of space is divided into physical space and virtual space, and the physical space constitutes the type and layout of the sensor that is the basis for the construction of the multimodal image sensor system, and the virtual space constitutes the system architecture. It also suggested system functions according to the task. It will be effective in preventing disasters and maintaining the lifeline function of the city through the digital twins.

제주도 용암동굴의 성인과 특성

  • 박병수
    • Journal of the Speleological Society of Korea
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    • v.6 no.7
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    • pp.15-16
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    • 1981
  • 우리나라의 용암동굴은 주로 화산지역인 제주도에 분포한다. 이 화산지역에서 화산이 분출할 때는 유동성 있는 현무암 용암에 의하여 이른바 용암동굴(Lava tunnel)이 형성 되는 것이다. 즉, 지하에 깊이 잠겨 있던 마그마가 그 분출의 위력에 부수되어 화구에서 지표로 밀려나온 것을 용암 또는 라바(Lava)라고 한다.(중략)

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