• Title/Summary/Keyword: penetrating

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Non-Destructive Test for Tunnel Lining Using Ground Penetrating Radar (지하레이다(GPR)를 이용한 터널 라이닝 비파괴시험에 관한 연구)

  • 김영근;이용호;정한중;신상범;조철현
    • Tunnel and Underground Space
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    • v.7 no.4
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    • pp.274-283
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    • 1997
  • It is necessary to estimate the soundness of tunnel using non-destructive tests(NDT) for effective repairs and maintenances. But, the state of tunnel lining could not be investigated using previous non-destructive techniques, due to the various types of support and accessibility only from one side in tunnel lining. Recently, the various non-destructive techniques such as ground penetrating radar(GPR) have been researched and developed for inspection of tunnel lining. In this study, the usefulness and applicability of GPR test in tunnel lining inspection has been investigated through model tests and tunnel site application. This paper described the tunnel lining inspection for lining thickness, cavity and support using GPR test. From the results of tests, we have concluded that GPR test are very useful and effective techniques to look into the interior of lining and measure the lining thickness.

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A Case of Severe Thoracoabdominal Impalement by a Steel Bar

  • Kim, Ki Tae;Seo, Pil Won
    • Journal of Chest Surgery
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    • v.49 no.6
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    • pp.481-484
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    • 2016
  • A 53-year-old man arrived at the trauma center with a steel bar penetrating from the epigastrium to the right scapula. He was hypotensive and hypoxic, and immediate resuscitation and basic evaluation were performed. An emergency operation was performed due to an unstable hemodynamic state. Multiple injuries were confirmed in the right lower lobe, posterior chest wall, diaphragm, and liver lateral segment. Right lower lobectomy and liver lateral sectionectomy were performed following removal of the bar. The patient recovered without additional hemorrhage after the surgery, and was transferred to a rehabilitation institution with periodic follow-up.

Search of submarine discharge locations with multi-temporal thermal infrared images and ground radar surveys

  • Onishi K.;Sairaiji M.;Rokugawa S.;Tokunaga T.;Sakuno Y.
    • Proceedings of the KSRS Conference
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    • 2004.10a
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    • pp.685-688
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    • 2004
  • Fresh water discharge from the sea floor strongly affects a coastal ecology and the diffusion of contaminants. Much fresh water discharge has been found in the edge of Kurobe alluvial fan, in which annual rainfall is over 4000mm and there is abundant groundwater. However, it is difficult to find the groundwater discharge, thus the search of possible areas with some remote sensing tools is required. Because the temperature of the discharge point is relatively low compared with the surrounding sea water surfaces, there is a possibility to detect the area as an irregular zone of thermal infrared images. Two anomalous temperature zones, which have no surface streams from rivers, are detected by ASTER thermal-infrared images. One of them was verified as the groundwater discharge point by dives. In addition, the distribution of water table under the land side of the two areas is also detected as irregular zones by a ground-penetrating radar

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A Clinical Evaluation of 1,110 Chest Trauma (흉부 손상 1,110례에 대한 임상적 고찰)

  • 조용준
    • Journal of Chest Surgery
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    • v.25 no.10
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    • pp.1013-1019
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    • 1992
  • A clinical evaluation was performed on 1, 110 cases of chest trauma treated at the Department of Chest Surgery, Chonnam University Hospital, during the past 23 years from January 1968 to June 1990. The ratio of male to female was 5.5: 1. The most common causes of chest trauma was stab wounds in penetrating trauma and traffic accidents in nonpenetrating trauma. The most common injuries in chest trauma were hemothorax in penetrating trauma and rib fracture in nonpenetrating trauma. Hemothorax or pneumothorax was observed in 592 cases [53.3%] of the total cases and rib fracture was observed in 527 cases[47.5%] of the total cases. Rib fracture was prevalent from the 3th to 8th rib, and 1st and 2nd rib fractures were associated with major thoracic injuries and other organ injuries. Open thoracotomy was performed in 163 cases[14.7%] and conservative nonoperative treatment in the others. Overall mortality rate was 8.5%[94 cases], and common causes of the death were shock and respiratory insufficiency.

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Evaluation on the condition and quality of railway track substructure (궤도노반의 상태 및 품질평가에 관한 연구)

  • Kim, Dae-Sang;Park, Tae-Soon
    • Proceedings of the Korean Geotechical Society Conference
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    • 2005.03a
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    • pp.346-353
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    • 2005
  • Track substructure(ballast, subgrade) should have sufficient strength and adequate stiffness to fully support track superstructure(rail, fastener, sleeper). Vertical support stiffness of track comes from the sufficient thickness, adequate strength and stiffness of material of substructure layers. Since the vertical support stiffness of track substructure is closely related with the track geometry, the evaluation of the stiffness is very important to understand the track states. This paper introduces the system, which are composed of Ground Penetrating Radar(GPR), Portable Ballast Sampler(PBS), and Light Falling Weight Deflectometer(LFWD), to evaluate substructure condition and summarizes the field test results performed with the reliable system.

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Noncontact techniques for monitoring of tunnel linings

  • White, Joshua;Hurlebaus, Stefan;Shokouhi, Parisa;Wittwer, Andreas;Wimsatt, Andrew
    • Structural Monitoring and Maintenance
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    • v.1 no.2
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    • pp.197-211
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    • 2014
  • An investigation of tunnel linings is performed at two tunnels in the US using complimentary noncontact techniques: air-coupled ground penetrating radar (GPR), and a vehicle-mounted scanning system (SPACETEC) that combines laser, visual, and infrared thermography scanning methods. This paper shows that a combination of such techniques can maximize inspection coverage in a comprehensive and efficient manner. Since ground-truth is typically not available in public tunnel field evaluations, the noncontact techniques used are compared with two reliable in-depth contact nondestructive testing methods: ground-coupled GPR and ultrasonic tomography. The noncontact techniques are used to identify and locate the reinforcement mesh, structural steel ribs, internal layer interfaces, shallow delamination, and tile debonding. It is shown that this combination of methods can be used synergistically to provide tunnel owners with a comprehensive and efficient approach for monitoring tunnel lining conditions.

Penetrating Cardiac Injury and Traumatic Pericardial Effusion Caused by a Nail Gun

  • Miranda, Willem Guillermo Calderon;Fuentes, Edgardo Jimenez;Hernandez, Nidia Escobar;Salazar, Luis Rafael Moscote;Parizel, Paul M.
    • Journal of Trauma and Injury
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    • v.30 no.1
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    • pp.21-23
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    • 2017
  • Penetrating cardiac injury caused by nail gun is an uncommon life-threatening condition characterized by a rapidly severe hemodynamic status compromise. We report non-contrast-enhanced CT findings of a right ventricle myocardium injury leading to a fluid collection in the pericardial space with the same attenuation as blood. The CT findings well depicted the pathological feature of a significant cardiac injury and may be helpful for the surgical management.

Management of Cervical Stab Wound Using CPB - 1 case - (체외순환을 이용한 경부자상 치험 1례)

  • 김현구;최영호;류세민;백만종;신재승;조성준;손영상;김학제;이인성
    • Journal of Chest Surgery
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    • v.33 no.7
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    • pp.581-584
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    • 2000
  • Because the penetrating cervical tracheoesophageal injury may be associated with significant morbidity and mortality, it is important to choose the optimal method of diagnosis and management in patient with tracheoesophageal injury. We obtained a satisfactory result from repair of tracheoesophageal injuries using cardiopulmonary bypass. If the bleeding from the unidentified deep injury and the spread of infection could be controlled, the repair using CPB might increase the margin of safety during operation in the similar cases.

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Rapid Corrosion Test on Reinforcing Steels in Chlordie-Penetrating Structures with Various Crack Patterns (염화물 침투 콘크리트의 균열 특성에 따른 철근 부식에 관한 연구)

  • 류금성;유환구;김국환;이상국;정영수
    • Proceedings of the Korea Concrete Institute Conference
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    • 2000.04a
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    • pp.718-723
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    • 2000
  • Reinforced concrete is in general, known as high durability construction material under normal environments due to strong alkalinity of cement. It is, however, well known that moderate or minor cracks in reinforced concrete should be most serious causes to deteriorate the durability of RC structures. Futhermore, chloride contents penetrating through unexpected cracks in reinforced concrete bridges get to weaken corrosion resistance of reinforcement steel in concrete and then to accelerate the deterioration of concrete durability. The objective of this experimental research is 1) to evaluate the effect of various corrosion protection systems for reinforced concrete specimens with moderate or minor cracks which are exposed to cyclic wet and dry seawater, and then 2) to develop effective corrosion protection systems for reinforced concrete bridges under the exposure of various detrimental environments such as seawater, deicing and etc.

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