• Title/Summary/Keyword: Boring information

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Mining Subsidence and Ground Reinforcement (광산 지반침하와 대책)

  • 박남서;이치문;하은룡
    • Proceedings of the Korean Geotechical Society Conference
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    • 1999.10a
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    • pp.45-56
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    • 1999
  • There have been many coal mines abandoned since late 1980s in Korea. Due to the abandoned mines, there have been ground subsidences in some area where are under ground reinforcement works now. So, this study shows the general phenomena of mining subsidence and the procedure of ground reinforcement. In general the procedure for ground reinforcement is as below, 1) obtaining information from inquiries and observations, 2) satellite image analysis and surface geological mapping, 3) analysis of maps of coal mines, 4) geophysical survey and boring test and 5) selection of reinforcement method. The case of reinforcement design at Chul-am area, Kangwon Province is introduced in this article.

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Fifteen Newly Recorded Species of the Subfamily Doryctinae (Hymenoptera) in Korea

  • Lee, Hye-Rin;Belokobylskij, S.A.;Ku, Deok-Seo;Byun, Bong-Kyu
    • Animal Systematics, Evolution and Diversity
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    • v.36 no.1
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    • pp.17-24
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    • 2020
  • Doryctinae is a large and heterogeneous group with more than 1,000 described. It is idiobiont ectoparasitoids on the larvae of wood-boring and xylophagous beetles. Some species attack larvae of wood boring lepidoptera. In the present study, fifteen species belonging to eight genera of the subfamily Doryctinae are recorded for the first time from Korea: Doryctes Haliday (2 species), Eodendrus Belokobylskij (1 species), Heterospilus Haliday (4 species), Monolexis Förster (1 species), Neurocrassus Snoflak (2 species), Rhoptrocentrus Marshall (1 species), Sonanus Belokobylskij et Konishi (1 species), Spathius Nees (3 speices). The genera Eodendrus Belokobylskij, Monolexis Förster, Rhoptrocentrus Marshall, Sonanus Belokobylskij et Konishi and fifteen species are reported for the first times from Korea. Diagnosis and host information are provided.

Study of Korea-made drilling log form decision (한국형 시추주상도 형식 결정에 관한 연구)

  • Lee, Seung-Ho;Hwang, Young-Chul;Chun, Seong-Yul;Jeong, Ji-Su
    • Proceedings of the Korean Geotechical Society Conference
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    • 2005.03a
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    • pp.1191-1198
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    • 2005
  • To designer and builder because drilling log, last accomplishment of boring, is made by subsurface expbration of site person in charge base information intermediate delivered by unified style as is concise be. However, make and is using drilling log that is dissimilar in each engine without style or creation standard unified in the case of domestic. Civil engineers lose an opportunity that can get more informations thereby or problem of inappropriate design, construction often happens. In this study, analyzed drilling log style examination of inside and outside of the country and merits and demerits to solve problem of these design and construction. And study improvement item on recording contents and suggested consistent drilling log standard illustration plan.

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S-wave Velocity Analysis and Each Survey Comparison of Soft Ground in HoNam High-Speed Railway (호남고속철도 연약지반구간의 전단파 속도분석과 탐사법 비교)

  • Min, Kyong-Nam;Lee, Il-Hwa;Jung, Dae-Ho;An, Tae-Bong;Jung, Chan-Mook
    • Proceedings of the KSR Conference
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    • 2007.05a
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    • pp.387-394
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    • 2007
  • This study area located in HoNam High-Speed railway soft ground section. So it carried out the boring survey, field survey and test of laboratory. It collected the engineering data of ground and the data for the establishment arrangement. The investigation did a soil investigation in Nonsan. The investigation item excuted seismic piezocone penetration test, s-wave seismic refraction survey, ps logging test, density logging test which is a physical exploration and boring. Eventually, results of geotechnical and shear-wave survey are useful for ground information in soft ground that has identified the characteristics of geological responses and elastic modulus.

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Time-series Analysis of Precision the Domestic Boring Investigation Data (국내 시추조사 자료 정밀도 시계열 분석)

  • Jang, Yonggu;Kim, Youngsun;Chae, Deokho;Cho, Wanjei
    • Journal of the Korean GEO-environmental Society
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    • v.16 no.3
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    • pp.15-21
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    • 2015
  • Since the introduction of 'the rule for computerizing subsoil investigation results and its application' in 2007, the DB construction of the national geotechnical information by Ministry of Land, Transport and Maritime Affairs (MOLTMA) has been performed. According to the Integrated DB Center of National Geotechnical Information, there have been 180 thousands borehole information stored in the system. In this study, the time-series analyses of precision on the most used information, the depth of stratum and ground water level, were performed to evaluate the effect of the initiation of the rule established in 2007. The precisions were evaluated based on the statistical analyses using kurtosis and normal distribution. Based on the results, the increase of precision after 2007 and the affirmative effects of the rule established in 2007 are confirmed. Furthermore, the precision of the regional information can be achieved with the precision analyses on the information from various areas.

Damage Type and Remaining Strength of Damaged Pipelines due to the Third Party Interference (외부장비에 의한 손상배관의 손상유형 및 잔류강도)

  • Kim, Young Pyo;Baek, Jong Hyun;Kim, Cheol Man;Kim, Woo Sik
    • Transactions of the Korean Society of Pressure Vessels and Piping
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    • v.5 no.2
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    • pp.20-26
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    • 2009
  • The dominant incidents category for onshore and offshore natural gas transmission pipelines in the world is associated with outside forces. Incidents in the outside forces category embrace acts of nature, which typically cause widespread structural damage, as well as act of man, whose effects tend to cause dents and/or gouges localized at point of contact that are referred to as mechanical damage. Therefore, these damage types must be better addressed to avoid unnecessary and costly repairs and the possibility of catastrophic events. First of all, the characterizing features of mechanical damage in gas pipelines were evaluated by using of excavator or boring machine. There is no reliable method for evaluating the safe operating pressure of pipeline affected by mechanical damage. It is especially important to evaluate the remaining strength of damaged pipelines due to outside force. Therefore, the full scale burst tests were conducted to evaluate the remaining strength of pipe with mechanical damage that combines a dent and a gouge. This paper is supposed to provide information that will assist in developing a criterion to assess serviceability in pipelines with mechanical damage.

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Several models for tunnel boring machine performance prediction based on machine learning

  • Mahmoodzadeh, Arsalan;Nejati, Hamid Reza;Ibrahim, Hawkar Hashim;Ali, Hunar Farid Hama;Mohammed, Adil Hussein;Rashidi, Shima;Majeed, Mohammed Kamal
    • Geomechanics and Engineering
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    • v.30 no.1
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    • pp.75-91
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    • 2022
  • This paper aims to show how to use several Machine Learning (ML) methods to estimate the TBM penetration rate systematically (TBM-PR). To this end, 1125 datasets including uniaxial compressive strength (UCS), Brazilian tensile strength (BTS), punch slope index (PSI), distance between the planes of weakness (DPW), orientation of discontinuities (alpha angle-α), rock fracture class (RFC), and actual/measured TBM-PRs were established. To evaluate the ML methods' ability to perform, the 5-fold cross-validation was taken into consideration. Eventually, comparing the ML outcomes and the TBM monitoring data indicated that the ML methods have a very good potential ability in the prediction of TBM-PR. However, the long short-term memory model with a correlation coefficient of 0.9932 and a route mean square error of 2.68E-6 outperformed the remaining six ML algorithms. The backward selection method showed that PSI and RFC were more and less significant parameters on the TBM-PR compared to the others.

A comparative study of the morphology of the ovipositors of wood-boring insects, Tremex fuscicornis and Leucospis japonica (목질을 천공하는 얼룩송곳벌(Tremex fuscicornis)과 밑드리좀벌(Leucospis japonica) 산란관의 형태적 특징 비교)

  • Kim, Ji Yeong;Park, Ji-Hyun;Kwon, Oh Chang;Kim, Jinhee
    • Korean Journal of Environmental Biology
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    • v.38 no.4
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    • pp.554-562
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    • 2020
  • Tremex fuscicornis (Siricidae), known as the xylophagous horntail, and Leucospis japonica (Leucospidae), known as the parasitoid wasp, are wood-boring wasps belonging to the order Hymenoptera. These insects are interesting sources of biological inspiration for the development of drilling mechanisms. To study the biomimicry aspects, the morphological characters of the ovipositor of T. fuscicornis and L. japonica were analyzed using a stereoscopic microscope, a field emission scanning electron microscope, and an optical microscope. There were many differences in the ovipositors between the two species, such as shape, length, surface structure, and arrangement of the teeth. Evenly arranged teeth were developed at the tip of both the dorsal valve and the ventral valve of the ovipositor of T. fuscicornis and looked like a rotating drill bit. In contrast, in L. japonica, the teeth, which looked like a saw, were found only on the ventral valve. Moreover, the tip of the ovipositor of T. fuscicornis was symmetrically divided into four parts, while that of L. japonica was divided into three parts having a 2:1:1 ratio. However, in the case of T. fuscicornis, after the 14th tooth, four parts melded into three parts maintaining a 2:1:1 ratio, and a dovetail joint was found on the horizontal cross-section of the ovipositor that allowed vertical movement for making a hole. These morphological differences of the ovipositor may be due to the insects' lifestyles and phylogenetic distance. Finally, zinc was commonly found at the tip of the ovipositors of both species, a probable result of ecological adaptation created by drilling wood.

Prediction of Geological Condition Ahead of Tunnel Face Using Hydraulic Drilling Data (유압 천공데이터를 이용한 터널 굴진면 전방 지질상태 예측)

  • Kim, Kwang-Yeom;Kim, Chang-Yong;Kim, Kwang-Sik;Yim, Sung-Bin;Seo, Kyoung-Won
    • The Journal of Engineering Geology
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    • v.19 no.4
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    • pp.483-492
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    • 2009
  • During construction of a tunnel and underground structure, it is very important to acquire accurate information of the rock mass will be excavated. In this study, the drill monitoring method was applied for rapid prediction of geological condition ahead of the tunnel face. Mechanical data(speed, torque and feed pressure) from drilling process using a hydraulic drilling machine were analyzed to assess rock mass characteristics. Rock mass information acquired during excavation from drilling monitoring were compared with results from horizontal boring and tunnel seismic profiling(TSP). As the result, the drilling monitoring method is useful to assess rock mass condition such as geological structures and physical properties ahead of the tunnel face.

Construction of Web-GIS Distribution System for Computerization and Application of Geotechnical Information (지반조사자료 전산화 및 활용을 위한 웹GIS기반 유통체계 구축)

  • Jang, Yong-Gu;Lee, Sang-Hoon;Koo, Jee-Hee;Im, Hong-Su
    • Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
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    • 2007.04a
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    • pp.323-328
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    • 2007
  • Geotechnical Information Database Project was began by Ministry of Construction Transport at the 1999, because many people need a sharing and reusing the geotechnical report in construction process. In the beginning, target was report of national highway construction. the whole of country has been target on since the 2005. Today, the 60,581 number of geotechnical data(counted by boring number) is maintained. In this study, Geotechnical Information Distribute System(GIDS) was developed, in order to improve practical use and to be connected to National Geographic Information Center(NGIC). and program to be applicable to construction was suggested. We expect that GIDS make a effect to improve geotechnical data application and to be use in all part of construction process.

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