• 제목/요약/키워드: falling head test

검색결과 24건 처리시간 0.034초

부산임기광산 폐석적치장에서의 순간충격시험 적용성 연구 (Feasibility Study of Slug Test in Unsaturated Mine Tailings Pile of the Imgi Abandoned Mine in Busan)

  • 박학윤;주정웅;정영욱;여인욱
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제12권3호
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    • pp.10-16
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    • 2007
  • 불포화대 및 포화대에 걸쳐 존재하는 폐석더미의 수리적 특성을 조사하기 위해 물을 주입한 후 수두강하를 측정하는 순간충격시험을 실시하였다. 본 연구지역과 같이 관정이 수리적 특성이 크게 다른 두 지층에 걸쳐 설치된 경우, Bower and Rice해석 방법을 이용하여 두 대수층 각 각의 수리전도도를 산출할 수 있었으며, 하강하는 지하수위의 변곡점을 이용하여 폐석더미의 두께를 추정할 수 있었다. 갈수기 시 관정 내 낮은 지하수위 때문에 인위적인 지하수위를 형성시킨 후 순간충격시험을 실시한 결과, 그 결과는 풍수기 시험 결과와 차이가 크지 않았다. 이와 같은 순간 충격시험은 폐석적치장과 같은 곳의 수리적 특성을 파악할 수 있는 유효한 방법으로 판단된다.

공벽 유지장치를 이용한 미고결 충적층의 수리특성 평가 (Using a Borehole Stability Device for Hydraulic Testing in Unconsolidated Alluvium)

  • 원경식;김천수;채수용;신동민
    • 지질공학
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    • 제26권1호
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    • pp.15-22
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    • 2016
  • 충적 대수층의 수리지질특성 시험을 위한 충적층 공벽 유지장치를 개발하여 변수위법 투수시험(Falling Head Test) 및 순간 충격시험(Slug Test)을 수행하였다. 모래, 자갈을 비롯한 실트층이 주를 이루는 국내 충적층 수리시험은 시험구간의 공벽유지와 시험 중 토사층의 공벽붕괴가 지속적으로 발생하여 투수시험과 순간충격시험 등의 수리시험 수행에 많은 어려움을 겪고 있다. 이에 본 연구는 개공율이 안정적인 필터가 장착된 공벽 유지장치를 시험공에 삽입하여 시험구간 공벽붕괴를 최소화하고 시험시 정확한 단위면적의 산출로 토사층에서의 수리시험 신뢰성을 증대하고자 하였다. 연구결과 기존의 변수위법 투수시험에 의한 투수계수는 8.82 × 10−5m/sec로 산출되었으며, 동일한 지층, 심도, 시간적인 조건에서 상기 공벽 유지장치 설치 후 투수시험 결과는 4.00 × 10−4m/sec로 나타나 최대 4.5배 가량의 투수계수 증가현상을 보인다. 이는 시추굴진 중 발생된 세립질의 슬라임이 투수시험 시 시험구간에 피복 또는 충전되어 토사층의 투수성을 저하시키고 시험구간 형성과정에서 최초 원기둥 형태의 시험공벽이 점진적인 붕괴로 인해 토사로 충전되고 시험구간 면적감소에 기인한 현상으로 판단된다. 본 연구는 미고결 충적층의 공벽 유지장치를 현장에 적용하여 시험구간 굴진 시 발생되는 점착력이 낮은 모래, 자갈층의 공벽붕괴에 따른 시험면적 변화가 투수성에 미치는 영향을 평가한 연구로써, 충적 대수층 수리특성 평가의 신뢰성 및 적용성 개선을 위한 기초자료로 활용될 수 있을 것으로 예상된다.

노인에서 머리회전을 동반한 보행이 보행변수에 미치는 영향 (Effects of the Head-Turn Gait on Gait Parameters in the Elderly)

  • 이명희;장종성
    • PNF and Movement
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    • 제19권3호
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    • pp.435-440
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    • 2021
  • Purpose: The purpose of this study is to investigate the effects of older adult's head-turn gait on gait parameters by comparing with head oriented forward gait and to provide criteria for their risk of falling compared to young adult. Methods: The subjects were 19 young adults in their 20s and 18 older adults in their 60s or above residing in Daegu or Gyeongsangbuk-do. To evaluate their gait parameters, spatiotemporal gait parameters were measured using a gait analysis tool (Legsys, BioSensics, USA) under two conditions: 1) walking while keeping one's eyes forward and 2) walking while turning the head. The measurement for each test was performed after one practice session, and the mean value of three measurements was analyzed. The collected data were statistically processed using a two-way analysis of variance (ANOVA) to compare any differences in gait parameters between the two groups under the two conditions. The statistical significance level was set at α=0.05. Results: According to the comparison of gait parameters in young adult and older adult between the head oriented forward gait and head-turn gait, statistically significant differences were observed in two parameters: stride length according to the height ratio and stride speed obtained by dividing the stride length according to the height ratio by time (p<0.05). Conclusion: The results of this study indicate that the head-turn gait causes greater differences in stride length and speed among older adult than in young adult and therefore can act as a cause of falling.

다목적 콘 관입시험기의 활용

  • 배명호;윤형구;김주한;이종섭
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2010년도 춘계 학술발표회
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    • pp.163-170
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    • 2010
  • Today, In-Situ testing for measureing geotechnical characterization are divided by Cone Penetration Test, Standard Penetration Test and Dilatometer Test, and will vary depending on soil conditions have been applied (Korea Geotechnical Engineering, 2006). However, these methods can be applied on sand or soft clay soil. Now, many studies are progressing for evaluating the stiffness characteristic of rocks and IGM. and Nam moon suk(2006) did Texas Cone Penetrometer Test for designing field penetration pile intruded at rocks and IGM. but, reliability of Texas Cone Penetration Test has confidence limits because TCPT is testing in Texas centrally, and energy dose not measure Woojin Lee, etc. (1998) did calculate Standard Penetration Test Hammer's dynamic energy efficiency by using dongjaeha analyzer. this research, we installed strain gage and accelerometer for supply existing equipment, and develop MCP that can use variety soils. this thesis, we measured energy at head and tip of Rod for evaluating energy that transport at free falling. As a result, Energy differences are occurred at head and tip of Rod.

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다발성 경부종격동 부갑상샘 선종증 1예 (A Case of Multiple Cervico-Mediastinal Parathyroid Adenomatosis)

  • 구범모;백문승;김승우
    • 대한두경부종양학회지
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    • 제36권1호
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    • pp.49-52
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    • 2020
  • The most common cause of primary hyperparathyroidism is a single adenoma accounts for more than 85% and about 1-2% in multiple occurrence. The adenoma arises mainly in the neck and rarely in the mediastinum. The simultaneous occurrence is extremely rare. A 73-year-old man came to our clinic complained about sense of falling forward during last eight months. The brain MRI and vestibular function test showed non-specific findings but total calcium and intact parathyroid hormone levels were markedly elevated. Radiologic studies and sesta-MIBI scan revealed multiple masses in lower paratracheal area and superior mediastinum. We performed mass excision with transcervical approach and all of them were diagnosed as parathyroid adenoma. After surgery, intact PTH and calcium levels returned to the normal range and his symptoms were dramatically improved. We report the unique and rare disease entity with a brief literature review.

플라이 애시-생석회-하수처리 슬러지 혼합물의 지반공학적 특성 연구 (Research for geotechnical properties of Fly ash-Lime-Sludge mixture)

  • 구정민;권무남;이상호
    • 한국농공학회지
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    • 제44권3호
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    • pp.122-135
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    • 2002
  • Although fly ash possesses viable engineering properties, an overwhelming majority of fly ash from coal combustion is still placed in storage or disposal sites. Similarly, sludges generated from various water treatment operations are predominantly subjected to the fate of land disposal. To prepare sludges fur land disposal typically requires time consuming dewatering schemes, which can become extremely difficult to execute depending upon the composition of the sludge and its affinity for water. This study was undertaken to reuse fly ash and sludge as construction materials. This paper includes geotechnical properties of fly ash and fly ash-lime-sludge mixture and results of compaction test, UU-test, falling head test, leaching test and CBR test. The effect on mixing fly ash with sludge and lime and the effect of curing period and the results are obtained from this test.

플라이애쉬-하수처리슬러지 혼합물의 지반공학적 특성(지반공학) (Geotechnical properties of Fly ash - Water treatment sludge mixture)

  • 권무남;구정민;이상윤;채교익
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2000년도 학술발표회 발표논문집
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    • pp.458-465
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    • 2000
  • Although Fly ash possess viable engineering properties, an overwhelming majority of the fly ash from coal combustion is still placed in storage or disposal sites. Similarly, sludges generated from various water treatment operations are predominantly subject to the fate of land disposal. To prepare sludges for land disposal typically requires time consuming dewatering schemes, which can become extremely difficult to execute dependent upon the composition of the sludge and its affinity for water. This test was undertaken to reuse of fly ash and sludge with mix. In this paper includes of geotechnical properties of fly ash and fly ash-sludge mixture and results of compaction test, unconfined test, falling head test and CBR test and it was analyzed the effect on mixing fly ash with sludge.

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Effects of Visual Cue Deprivation Balance Training with Head Control on Balance Function and Fall Index in Older People

  • Kim, Seung-Kyu;Lee, Do-Youn;Nam, Seung-Min
    • The Journal of Korean Physical Therapy
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    • 제34권5호
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    • pp.212-217
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    • 2022
  • Purpose: This study sought to investigate the effects of visual cue deprivation balance training by applying head control feedback to the balance function and the fall index in older people. Methods: The study was conducted on 26 older people at the S Hospital in Gyeongsansi. The patients were randomly divided into the experimental groupI (EGI, n=9), the experimental groupII (EGII, n=9), and the control group (CG, n=8). The three groups were trained for 30 minutes three times a week for four weeks. To assess the patients' static balance function, their limits of stability (LOS) was measured using the BioRescue system, (RM Ingenierie, France), composed of a pressure platform that can measure force in diverse ways, a computer, and a monitor. The dynamic balance function was measured using the Berg Balance Scale (BBS). Also, the fall index was measured to evaluate the risk of falling. A paired t-test was performed to compare pre- and post-training performance within the groups. One-way ANOVA was performed for comparing the three groups. A post hoc least significant difference (LSD) test was also performed. Results: The results of the LOS showed a significant difference after training in the EGI and EGII groups (p<0.05). As a result of the difference between the three groups, there was a significant difference after training (p<0.05). The results of the BBS showed a significant difference after training in the EGI group (p<0.05). As a result of the difference between the three groups, there was a significant difference after training (p<0.05). Conclusion: Visual cue deprivation balance training applying head control feedback is effective in improving the dynamic balance function in older people. It is also necessary to constantly maintain the head orientation by feedback and to properly control the head movement.

학령전기 소아에서 추락으로 인한 경증 두부손상의 특징에 대한 후향적 관찰 연구 (The characteristics of mild head injuries in preschool-age children fall: a retrospective observational study)

  • 성민석;이지숙;전우찬;박준석;김경환;신동운;김훈;박준민;김현종
    • 대한응급의학회지
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    • 제29권5호
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    • pp.423-429
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    • 2018
  • Objective: Falling is a common cause of head injury in preschool aged children. We investigated the characteristics of mild head injuries caused by falling and the association between body weight and occurrence of traumatic brain injuries (TBI). Methods: This retrospective observational study was conducted on head-injured preschool-aged children that visited the emergency department from January 2012 to December 2015. Characteristics such as age, sex, weight, free fall height, floor type, and presence of TBI, as defined as cerebral hemorrhage or skull fracture, were investigated. We calculated body weight percentiles by calibrating age and weight and categorized them into four quartile ranges. We grouped all included cases into two groups according to the presence of TBI. The characteristics of the two groups were compared by using chi-square test, and the association with TBI was investigated by using binomial logistic regression. Results: A total of 701 children were included, and TBI was observed in 95 children. Children with TBI were younger. The proportion of children with TBI was higher in the third and fourth quartiles of the body weight group as well as according to soft floor and fall from high height (${\geq}1m$). The odds of soft floor being associated with TBI was higher than the odds for hard floor (odds ratio, 2.734; 95% confidence interval [CI], 1.597-4.680). The odds of high height (${\geq}1m$) being associated with TBI was higher than that for low height (odds ratio, 2.306; 95% CI, 1.155-4.601), and the odds ratio for the weight percentile group was 1.228 (95% CI, 1.005-1.499). Conclusion: Prevalence of TBI after falling in preschool-aged children might be associated with high fall-height and body weight quartiles.

모래-벤토나이트-생석회 혼합물의 강도 및 투수특성 (Strength and Permeability of Sand-Bentonite-Lime mixtures)

  • 구정민;권무남;김현기
    • 한국농공학회지
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    • 제43권2호
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    • pp.122-131
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    • 2001
  • When mixed with lime, sand-bentonite mixture is characterized by considerable hydraulic properties similar to natural pozzolans and may therefore be increased in the strength of sand-bentonite mixture. The present study reports that results obtained in a series of laboratory tests carried out using particular mixing ratio of lime-sand-bentonite with the aim of investigating physical characteristics, permeability and strength. The results were compared and analyzed according to hydration time and lime content. Test results showed that increasing of strength and decreasing of permeability by proper lime content. Curing for longer periods increased unconfined compressive strength of mixture. Based on results of the falling head permeability test, mixtures of lime content 3%, 6% and 9% were satisfied in using as liner after 8-day curing periods.

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