• 한국측량학회:학술대회논문집
• /
• 한국측량학회 2010년 춘계학술발표회 논문집
• /
• pp.113-115
• /
• 2010

We studied the methods to utilize vehicle-based mobile mapping system for field investigation work of digital map generation process. Map layers which should be checked by field investigation were analyzed to find the possibility of being checked with data from vehicle-based mobile mapping system. Also new process for digital map generation were suggested to adopt field investigation by vehicle-based mobile mapping system. We performed field investigation work on the Kangneung area by vehicle-based mobile mapping on a trial bases and compared the results with a results from usual field investigation method.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2003년도 봄 학술발표회 논문집
• /
• pp.503-508
• /
• 2003

In this study, we peformed ahead a field geological investigation, boring investigation for slope stability analysis in large scale slope failure area. But the geological stratum was not clearly grasped, because ground was very disturbed by large scale Granite intrusion. Furthermore, the existing test data was not pertinent to the large scale Granite intrusion site like here. Therefore, various kind of field test were performed to grasp clearly for geological stratum. And the results of back analysis, various kind tests used to slope stability analysis.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2005년도 춘계 학술발표회 논문집
• /
• pp.1241-1244
• /
• 2005

In this case study, the field investigation work on soft soils like a reclamation area with dredged-clay or intertidal mud flat which has not enough strength to resist the load of surveying machines, the amphibious barge(modified AMFIROL) which travels on land and water was adopted to the field investigation work. Despite of slight increase of cost, it was found that the adoption of amphibious barge in field investigation could improve the quality of test results and avoid the waste of time and some effort.

• 한국도로학회논문집
• /
• 제18권5호
• /
• pp.21-29
• /
• 2016

PURPOSES : The purpose of this study is to suggest a specific investigation guideline to decide priority of repairing old concrete pavements that pile up substantially. METHODS : In this study, a principle of division of homogeneous sections was proposed to reflect the characteristics of the pavement reasonably in the specific investigation results. In addition, a checklist and guideline of field investigation were suggested for the old concrete pavement sections, which require inspection toward their durability and structural performance. Furthermore, the items of laboratory test necessary to the old concrete pavement were suggested based on the existing laboratory test considering characteristics of the old concrete pavement. The present condition of the old concrete pavement could be analyzed by the test results. RESULTS : A method of division of homogeneous sections suitable for the specific investigation of the old concrete pavement was suggested. The proportions of distress severity of pavement sections were compared by distress type to figure out the present state of the old concrete pavement. Scaling, durability cracking (or alkali-silica reaction), and longitudinal spalling were selected as the most severe distress types. The detailed positions of the sections were also suggested. The checklist of the specific investigation was categorized by field survey and laboratory test, and its evaluation criteria were proposed. The three types of the sections of durability cracking (or alkali-silica reaction), bridge connection, and asphalt overlay were selected as the sections of the field survey. The compressive strength, void structure, and chloride penetration depth were suggested as the items of the laboratory test. CONCLUSIONS : A fundamental level of the guideline was suggested in this study to resolve the problem of old concrete pavement. Appropriate guidelines related to the repair of the old concrete pavement should be provided by performing additional research efforts.

• 한국산학기술학회논문지
• /
• 제21권11호
• /
• pp.602-609
• /
• 2020

지진, 태풍, 산사태, 건물 붕괴와 같은 대규모 재난 사고 발생시 신속한 현장 상황 파악과 실시간 재난 정보 공유는 현장 통제나 주민 대피 등 재난 대응과 재난 관리 의사결정 단계에서 핵심적인 역할을 수행한다. 본 논문에서는 긴박한 재난 사고 상황에서 효과적인 현장 대응과 재난 사고 현장에서 취득된 관측 데이터와 분석정보를 실시간적으로 연계하고 공유하기 위하여 기존의 국립재난안전연구원에서 운용 중인 재난 사고 현장조사 시스템을 LTE-VPN 기반의 개선된 무선 통신 시스템 환경으로 구축하고, 통신 트래픽 데이터 전송 실험을 통해 현장 조사 시스템의 무선 통신 전송 요구 성능을 분석, 평가하였다. 개선된 무선통신 시스템의 현장 데이터 전송 성능 실험을 수행한 결과, 재난 현장과 끊김 없는 영상 회의 시스템을 보장하기 위해서 최소 4.1 Mbps 이상의 UDP(User Datagram Protocol) 대역 폭이, 현재 조사 차량에 탑재된 조사 장비간 통신과 현장 데이터를 원활하게 공유하기 위해서 약 10 Mbps의 무선 통신 대역폭이 확보되어야 할 것으로 사료된다.

• 한국산림과학회지
• /
• 제97권4호
• /
• pp.445-451
• /
• 2008

본 연구는 Tablet PC를 기반으로 정밀수치임상도 제작을 위한 현장조사용 맞춤형 시스템을 개발하는데 그 목적이 있다. 본 연구에서 개발한 FIS의 주요 개발내용 및 특징은 다음과 같다. FIS는 GPS에서 수신한 정보를 바탕으로 다양한 공간 Data에서 위치정보를 쉽게 파악할 수 있어 정보의 접근성이 용이한 장점이 있다. 또한 임상편집 뿐만 아니라 메모 및 야장도구를 통해 여러 가지 정보들을 현장에서 손쉽게 기록하고 관리할 수 있으며, 간단한 측정도구로 거리와 면적을 쉽게 산출할 수 있다. 본 연구에서 개발한 시스템을 활용하여 효율적인 현장조사가 가능하므로 현장에서 시간 및 비용을 절감할 수 있으며, 현장작업의 생산력이 향상될 것이다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 1999년도 가을 학술발표회 논문집
• /
• pp.345-350
• /
• 1999

In this study the results of investigation on the physical and mechanical properties of a rockfill dam body were provided. On the crest of the old Namgang dam to be excavated partially, various in-situ tests(boring with SPT, sampling of undisturbed sample, field density test, field permeability test) and geophysical investigation works were performed Rock materials, i.e., shale and sandstone, were collected, and their slake durability was evaluated using slaking durability testing method which is suggested by ISRM.

• 한국습지학회지
• /
• 제7권4호
• /
• pp.51-65
• /
• 2005

The insects and Benthic Macro-Invertebrates are very important for index of investigation. This reserch is executed a field investigation with a date analysis of the laboratory under such as above hypothesis and we have grasped the change of the creature according to the season through the executing of field investigation(We executed six times about the insects, seven times about the Benthic Macro-Inbertebrates each expending from Apr. to Oct. 2004). The result of summary in 2004 show that, we have grasped 12 orders 56 familys 116 species on 2001 and 10 orders 42 familys 78 species on 2002 through the investigation. Also we have grasped 13 orders 53 familys 114 species on 2003 and 12 orders 63 familys 121 speceies on 2004 through the investigation. In the case of enthic Macro-Invertebrates, we executed the analysis through the investigation result expending from 2003 to 2004 due to there is no literature investigation record from 2001 to 2002. We have grasped 8 orders 17 familys 24 species on 2003 and 7 orders 11 familys 24 species on Aug. 2004 through the investigation. We executed the analysis about an each condition due to it is difficult to compare the above result simply by the various variable at the investigation. We expect that it become the fundamental reference data to establish a efficient mode of life undo plan after grasped the inhabitation and movement route of creature inside the river through this reserch.

• 한국방재학회 논문집
• /
• 제5권1호
• /
• pp.45-53
• /
• 2005

우리나라와 같이 홍수시 단기간에 걸쳐 유량이 급증하는 경우 유속에 의한 교량 기초의 급격한 세굴은 예상치 못한 교량 붕괴사고를 초래할 수 있다. 세굴은 교량의 수명이나 안정성 유지에 중요한 요인으로 작용한다. 국내의 경우, 매년 약 100여 개의 크고 작은 교량이 세굴로 인하여 붕괴 및 손상을 입고 있음에도 불구하고 장 단기간에 걸친 세굴보호대책은 충분하지 않은 상태이며, 세굴의 진행정도도 얼마나 심각한 상태인지 완전히 파악되지 않은 실정이다. 이 연구에서는 우리나라 중부지역의 중 소하천을 택하여 세굴 현황 및 세굴 보호공에 관한 실태를 조사하였다. 조사 결과 교량 288개소 중에서 보호공이 있는 교량수는 전체교량의 7.3%에 불과하여 세굴에 대한 대비가 거의 없는 것으로 나타났다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2008년도 추계 학술발표회
• /
• pp.1318-1327
• /
• 2008

Geotechnical sites in urban areas may have embedded structures such as utility lines and underground concrete structures, which cause difficulties in site investigation. This study is a preliminary research to establish knowledge base for developing an optimal technique for site investigation in urban areas. Surface-wave method and resistivity survey, which are frequently adopted for non-destructive site-investigation for geotechnical sites, were investigated to characterize effects of adjacent structures. In case of surface wave method, patterns of wave propagation were investigated for typical sets of multi-layered geotechnical profiles by numerical simulation based on forward modeling theory and field experiments for small-size model tests and real-scale tests in the field. In case of resistivity survey, 3-D finite element analyses and field tests were performed to investigate effects of adjacent concrete structures. These theoretical and experimental researches for surface-wave method and resistivity survey resulted in establishing physical criteria to cause interference of adjacent structures in site investigation at urban areas.