• Title/Summary/Keyword: face mapping

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Digital Mapping and 3D Visualization of Tunnel Face Information under Construction (터널 시공중 굴착면 지질정보 디지털화 및 3D 가시화)

  • Kwon, Young-Ju;Lee, Cheong;Kim, Jin-Woung;Kim, Kwang-Yeom;Yim, Sung-Bin;Choi, Jai-Won
    • Economic and Environmental Geology
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    • v.43 no.6
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    • pp.649-659
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    • 2010
  • In this study, a tunnel information database system was developed to optimize the process of assessing and analyzing geological information from the life cycle of tunnel construction. All data from every stage in tunnel construction can be put into the system and be utilized for the decision making. In the system, tunnel face mapping information can be managed by digital format which can be easily transformed into 3D visualization module and thus help analyzing geological discontinuities. The system was applied to waterway and road tunnel in domestic area to verify its effectiveness.

facial Expression Animation Using 3D Face Modelling of Anatomy Base (해부학 기반의 3차원 얼굴 모델링을 이용한 얼굴 표정 애니메이션)

  • 김형균;오무송
    • Journal of the Korea Institute of Information and Communication Engineering
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    • v.7 no.2
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    • pp.328-333
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    • 2003
  • This paper did to do with 18 muscle pairs that do fetters in anatomy that influence in facial expression change and mix motion of muscle for face facial animation. After set and change mash and make standard model in individual's image, did mapping to mash using individual facial front side and side image to raise truth stuff. Muscle model who become motive power that can do animation used facial expression creation correcting Waters' muscle model. Created deformed face that texture is dressed using these method. Also, 6 facial expression that Ekman proposes did animation.

A Three-Dimensional Facial Modeling and Prediction System (3차원 얼굴 모델링과 예측 시스템)

  • Gu, Bon-Gwan;Jeong, Cheol-Hui;Cho, Sun-Young;Lee, Myeong-Won
    • Journal of the Korea Computer Graphics Society
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    • v.17 no.1
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    • pp.9-16
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    • 2011
  • In this paper, we describe the development of a system for generating a 3-dimensional human face and predicting it's appearance as it ages over subsequent years using 3D scanned facial data and photo images. It is composed of 3-dimensional texture mapping functions, a facial definition parameter input tool, and 3-dimensional facial prediction algorithms. With the texture mapping functions, we can generate a new model of a given face at a specified age using a scanned facial model and photo images. The texture mapping is done using three photo images - a front and two side images of a face. The facial definition parameter input tool is a user interface necessary for texture mapping and used for matching facial feature points between photo images and a 3D scanned facial model in order to obtain material values in high resolution. We have calculated material values for future facial models and predicted future facial models in high resolution with a statistical analysis using 100 scanned facial models.

Study on Q-value prediction ahead of tunnel excavation face using recurrent neural network (순환인공신경망을 활용한 터널굴착면 전방 Q값 예측에 관한 연구)

  • Hong, Chang-Ho;Kim, Jin;Ryu, Hee-Hwan;Cho, Gye-Chun
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.22 no.3
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    • pp.239-248
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    • 2020
  • Exact rock classification helps suitable support patterns to be installed. Face mapping is usually conducted to classify the rock mass using RMR (Rock Mass Ration) or Q values. There have been several attempts to predict the grade of rock mass using mechanical data of jumbo drills or probe drills and photographs of excavation surfaces by using deep learning. However, they took long time, or had a limitation that it is impossible to grasp the rock grade in ahead of the tunnel surface. In this study, a method to predict the Q value ahead of excavation surface is developed using recurrent neural network (RNN) technique and it is compared with the Q values from face mapping for verification. Among Q values from over 4,600 tunnel faces, 70% of data was used for learning, and the rests were used for verification. Repeated learnings were performed in different number of learning and number of previous excavation surfaces utilized for learning. The coincidence between the predicted and actual Q values was compared with the root mean square error (RMSE). RMSE value from 600 times repeated learning with 2 prior excavation faces gives a lowest values. The results from this study can vary with the input data sets, the results can help to understand how the past ground conditions affect the future ground conditions and to predict the Q value ahead of the tunnel excavation face.

Use of the Tunnel Seismic Prediction Method for Construction of Spillways at Juam Dam (터널 내 탄성파탐사(TSP)기법의 주암댐 보조여수로 적용 사례 연구)

  • Bae, Jongsoem;Chang, Chandong
    • The Journal of Engineering Geology
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    • v.23 no.1
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    • pp.67-77
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    • 2013
  • We conducted a Tunnel Seismic Prediction (TSP) survey in a spillway tunnel at Juam Dam to predict the locations of major discontinuities ahead of the tunnel face. We compared the results of the TSP survey with those from pre-construction inspections (including a surface resistivity survey and borehole investigations) as well as with direct tunnel-face mapping during excavation. The TSP method predicted the locations of major fracture zones that were unnoticed in the pre-construction inspections. The reinforcement patterns planned on the basis of pre-construction inspections were changed on the basis of the TSP results. The results demonstrate that TSP surveys are a cost-effective and reliably accurate method of predicting the locations of fracture zones. Although the TSP method has some limitations, these results suggest that the method is generally useful for predicting geological conditions prior to tunnel face construction.

Comparison of the RMR Ratings by Tunnel Face Mappings and Horizontal Pre-borings at the Fault Zone in a Tunnel (터널 단층대에서 수평시추와 막장관찰에 의한 RMR값의 비교 분석)

  • Kim Chee-Hwan
    • Tunnel and Underground Space
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    • v.15 no.1 s.54
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    • pp.39-46
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    • 2005
  • The RMR ratings, one by horizontal pre-boring in a tunnel and another by tunnel face mapping, are compared at the fault zone in a tunnel. Generally. the horizontal pre-borings were so effective as to forecast reasonably the supporting patterns after tunnel excavation. But the maximum difference in RMR ratings estimated by two methods was about 50 at a certain section of a tunnel. The differences were analyzed on each parameter of the RMR system: the rating differences were 24 in the condition of discontinuities, 15 in the RQD and 13 in the uniaxial compressive strength of rock. To minimize the gap between RMR by pre-borings and by face mappings, it is necessary to select the horizontal pre-boring location where tunnel stability could be critical and to evaluate in detail the sub-parameters of the condition of discontinuities.

A flexible Feature Matching for Automatic Face and Facial Feature Points Detection (얼굴과 얼굴 특징점 자동 검출을 위한 탄력적 특징 정합)

  • 박호식;배철수
    • Journal of the Korea Institute of Information and Communication Engineering
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    • v.7 no.4
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    • pp.705-711
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    • 2003
  • An automatic face and facial feature points(FFPs) detection system is proposed. A face is represented as a graph where the nodes are placed at facial feature points(FFPs) labeled by their Gabor features and the edges are describes their spatial relations. An innovative flexible feature matching is proposed to perform features correspondence between models and the input image. This matching model works likes random diffusion process in !be image space by employing the locally competitive and globally corporative mechanism. The system works nicely on the face images under complicated background, pose variations and distorted by facial accessories. We demonstrate the benefits of our approach by its implementation on the face identification system.

Classroom Roll-Call System Based on ResNet Networks

  • Zhu, Jinlong;Yu, Fanhua;Liu, Guangjie;Sun, Mingyu;Zhao, Dong;Geng, Qingtian;Su, Jinbo
    • Journal of Information Processing Systems
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    • v.16 no.5
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    • pp.1145-1157
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    • 2020
  • A convolution neural networks (CNNs) has demonstrated outstanding performance compared to other algorithms in the field of face recognition. Regarding the over-fitting problem of CNN, researchers have proposed a residual network to ease the training for recognition accuracy improvement. In this study, a novel face recognition model based on game theory for call-over in the classroom was proposed. In the proposed scheme, an image with multiple faces was used as input, and the residual network identified each face with a confidence score to form a list of student identities. Face tracking of the same identity or low confidence were determined to be the optimisation objective, with the game participants set formed from the student identity list. Game theory optimises the authentication strategy according to the confidence value and identity set to improve recognition accuracy. We observed that there exists an optimal mapping relation between face and identity to avoid multiple faces associated with one identity in the proposed scheme and that the proposed game-based scheme can reduce the error rate, as compared to the existing schemes with deeper neural network.

Seismic reflection imaging ahead of tunnel face using 3 component geophones (3성분 지오폰을 이용한 막장전방 예측 탄성파탐사)

  • Jo Churl Hyun;Cha Young Ho;Yang Jong Hwa;Bang Ki Moon
    • Proceedings of the KSR Conference
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    • 2005.11a
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    • pp.412-417
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    • 2005
  • To ensure the safety of the tunnelling without the loss of economy, the tunnel seismic profiling(TSP) method for the prediction ahead of tunnel face, begins to be used routinely in these days. TSP method does not interfere the tunnelling works while the horizontal drilling does, and its prediction length is longer than that of the drilling. Yet the most frequently adopted technique of TSP in Korea is the multi-shot and 2 receiver array using in-hole receivers, even though this array requires as many as 26 drill-holes for receiver installation and ballasting, which results in 3-6 hours of suspension in excavation work. In this paper, multi-receiver and lesser shot array using side-wall attached 3 component geophones is to be described to prove the efficiency in terms of the survey time as well as the reliability of the method by comparison of the predicted weak points and the face mapping results. The predictions mostly agreed with the real fractures or joint developed zones which have been confirmed during the excavation. It also has been found that TSP method can be effectively applied to perform draining ground water ahead of tunnel face by imaging the geologic discontinuities.

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