• 제목/요약/키워드: cutting slopes

검색결과 83건 처리시간 0.03초

원지반 부착식 판넬옹벽의 현장 적용성 평가 (Field Application of a Precast Concrete-panel Retaining Wall Adhered to In-situ Ground)

  • 민경남;이재원;이중관;강인규;안태봉
    • 지질공학
    • /
    • 제26권1호
    • /
    • pp.51-61
    • /
    • 2016
  • 최근 들어 도심지 재개발과 산업단지 조성 등이 활발하게 진행되면서 깎기 비탈면의 효율적 활용과 민원방지 그리고 환경훼손을 최소화할 수 있는 공법의 필요성이 점차 커지고 있다. 판넬식 옹벽은 지보재 보강을 통해 원지반의 전단강도를 증가시키고 전면판인 프리캐스트 판넬과 지보재를 체결하여 개별적 벽체를 형성시킴으로써 수평토압에 저항하는 공법이다. 프리캐스트 판넬의 적용으로 기존 옹벽에서 발생하던 콘크리트 현장타설에 의한 공기지연과 콘크리트 품질저하 등의 문제는 다소 해결되었지만 비탈면 과다절취에 의한 사토처리 및 토취장 확보, 및 옹벽 전면 콘크리트 노출로 인한 경관성 저하문제는 여전히 미결과제로 남아있는 실정이다. 본 연구에서는 기존 판넬식옹벽의 단점을 보완하기 위하여 판넬 전면을 자연암반형으로 연출하고 수직의 원지반에도 부착이 가능하도록 공정을 개선하였으며 실내 및 현장시험을 통하여 개발된 옹벽의 현장 적용성 평가를 수행하였다. 판넬에 대한 실내시험을 수행하여 자연암반형 판넬의 자체강도 및 거동특성에 대한 검증을 수행하였으며 현장 시험시공을 통하여 수직절취 및 원지반 부착에 대한 현장 적용성을 평가하였다. 또한 시험시공 시 보강재 및 비탈면에 대한 계측 을 수행하였으며 이를 3차원 수치해석 결과와 비교·분석하였다. 실내시험 결과 사보강에 의한 판넬의 펀칭강도 증가를 확인하였으며 현장 시험시공을 통하여 원지반 부착식 옹벽의 시공성 및 현장 적용성을 확인하였다. 또한, 장기계측 및 수치해석적 검증을 통하여 원지반 부착식 옹벽 시스템이 시공중 및 장기적으로 안정성이 확보됨을 확인하였다.

국내 급경사지 재해 발생 현황 분석 (An Analysis of the Current Status of Disasters Occurring on the Steep Slopes in Korea)

  • 김성욱;정수정;최은경;김상현;이길하;박덕근
    • 한국환경과학회지
    • /
    • 제22권11호
    • /
    • pp.1529-1538
    • /
    • 2013
  • Disasters like mountain landslides and collapse in cutting areas claim many a life and cause economic losses, involving much effort and expenses for their recovery. This study has surveyed and analyzed incident of disasters that had occurred on the sloping sides in Korea for the past 13 years in an effort to relieve damage caused by disasters on the sloping sides. The analysis confirms that while the major cause of disasters on the sloping side was storms in the past, frequency of disasters on sloping sides caused by local downpour is steadily on the rise. In addition, while disasters were concentrated in Gangwon Province, a mountainous region of the country, frequency of disasters occurring on the sloping sides is steadily increasing recently on the sloping sides in downtown areas in Seoul, Gyeonggi-do and so forth, attributing a large percentage of disasters to sloping sides. Data surveyed and analyzed in this study are thought to be applicable as basic data for the establishment of effective measures for the prevention of disasters occurring on the sloping sides in the days to come.

누수구역 판단을 위한 농업용 저수지 사면식생의 특성 분석 (Characteristics Analysis of Agricultural Reservoir Slope Vegetation for Judging the Leakage Zone)

  • 박승기;김현수;김남호;이종보;정남수
    • 농촌계획
    • /
    • 제23권2호
    • /
    • pp.87-96
    • /
    • 2017
  • This study is a basic research with the aim of developing the method of judging the leakage zone by grasping the habitat characteristic of agricultural reservoir slope in inhabiting characteristics appear differently according to natural inhabiting environment. To this end, this study is intending to investigate slope vegetation using a quadrat technique at Sinheung reservoir located at Gwangsi-myeon, Yesan-gun, Chungnam, and to perform the analysis of importance value using relative frequency and relative coverage, etc. Also, this study intended to present the necessity of having to consider the eco-system of the relevant region in time of a reservoir slope afforestation for the time to come by suggesting that the reservoir slope vegetation after a stable period becomes similar to the regional vegetation by comparing this study result with the existing research which carried out the analysis of importance value of forest vegetation for Yesan Region. The reservoir slope vegetation is similar to the indicator species which appear in the regional forest vegetation, so there was a need to select afforestation species in the light of this in time of slope afforestation. As a result of the analysis of the importance value, this study grasped that there was an emergence characteristic similar to the vegetation at a birthplace of a forest fires because growth and development of forest trees, and perennial plants were restricted by annually implemented brush-cutting work, etc.; however, indigo plant and bush clover, etc. were found to show the characteristic differing from this. Consequently, this study was able to confirm that there is the necessity of having to create the Importance Value Table suited for reservoir slopes by region through a lot more data construction in the near future.

대형직접전단시험에 의한 뿌리말뚝의 거동 및 보강효과 (Reinforcing Effect and Behaviors of Root-Pile in Heavy-Duty Direct Shear Test)

  • 한중근;장신남
    • 한국환경복원기술학회지
    • /
    • 제5권3호
    • /
    • pp.23-30
    • /
    • 2002
  • In recently, using of steel reinforcements by reinforcing materials of the reinforced earth, micro-pile and root-pile etc,. is wide-spreading in the stabilizing control of cutting and embankment slopes, but the failure mechanism of reinforced earth as well as the effect of insert angles or types of reinforcement and others are not defined clearly. In this study, therefore heavy-duty direct shear tests were exercised on the reinforced soil and the non-reinforced soil, which was executed for research on the interaction of soil-reinforcement and theirs behavior. The hardness and softness and the standard sands were used for modeling of reinforced soil, the material constants for the computer simulation were estimated from the results of CD-Test. The effects of reinforcing and of friction increasing on the softness, area ratio of reinforcements is equal, were the better than them of the hardness, as well the reinforcing effects of shear strength without regard to the area ratio is much the same at $10^{\circ}$, insert angle of reinforced bar, differ from them of the existing study. Then, the results of numerical analysis showed that the behavior of reinforcements displayed bending resistance and shear resistance at $15^{\circ}$ and $30^{\circ}$, respectively. Also, the state of strain transfer was observed and the behavior of resistance mechanism on reinforcements presented almost the same them of landslides stabilizing pile.

무인 항공 사진측량을 이용한 절토사면의 땅밀림 시계열 분석 (Time Series Analysis of Soil Creep on Cut Slopes Using Unmanned Aerial Photogrammetry)

  • 김남균;최봉진;최재희;전병희
    • 지질공학
    • /
    • 제30권4호
    • /
    • pp.447-456
    • /
    • 2020
  • 연구지역인 강원도 삼척시 도계읍의 사면은 지형변화가 발생하는 지역으로 2009년 사면 절취공사를 수행하여 사면경사완화공법이 적용되었다. 하지만 사면의 상부에 위치한 폐석적치장의 영향으로 2개월 뒤 절취사면의 상부를 확장하여 안정성을 도모하였다. 최근 사면 하부에 위치한 옹벽의 배부름 현상이 발견되고 절취사면의 균열이 나타나 지형변화가 다시 발생하고 있는 것으로 보이고 있다. 이러한 문제를 파악하기 위하여 본 연구에서는 UAV를 이용하여 사진측량을 수행해 지형변화가 발생하는지 확인하고자 하였다. 2019년 4월과 10월 각각 정사영상을 추출하고 Digital Surface Model(DSM)를 추출하여 고해상도의 지형변화를 비교 분석하였다. 10월의 지형은 4월의 지형형상을 그대로 유지한채 앞으로 밀려 나간 모습을 보여 이러한 지형변화는 땅밀림인 것으로 분석하였다.

The July 2, 2017, Lantian landslide in Leibo, China: mechanisms and mitigation measures

  • He, Kun;Ma, Guotao;Hu, Xiewen;Liu, Bo;Han, Mei
    • Geomechanics and Engineering
    • /
    • 제28권3호
    • /
    • pp.283-298
    • /
    • 2022
  • Landslides triggered by the combination of heavy precipitation and anthropological disturbance in hilly areas cause severe damage to human lives, properties, and infrastructure constructions. A comprehensive investigation of the influencing factors and failure mechanisms of landslides are significant for disaster mitigation and prevention. This paper utilized the combination of detailed geological investigation, physical experimental testing as well as numerical modelling to determine the failure mechanism, and proposed a countermeasures of the Lantian landslide occurred on 2, July 2017. The results reveal that the Lantian landslide is a catastrophic reactivated slide which occurred in an active tectonic region in Southwest China. Because of the unique geological settings, the fully to highly weathered basalts in the study area with well-developed fractures favored the rainwater infiltration, which is the beneficial to slide reactivation. Engineering excavation and heavy precipitation are the main triggering factors to activate the slide motion. Two failure stages have been identified in the landslide. The first phase involves a shallow mass collapse originated at the upper slopes, which extends from the road to platform at rear part, which is triggered by excavation in the landslide region. Subjected to the following prolonged rainfall from 19 June to 2 July, 2017, the pore water pressure of the slope continually increased, and the groundwater table successively rise, resulting in a significant decrease of soil strength which leads to successive large-scale deep slide. Thereinto, the shallow collapse played a significant role in the formation of the deep slide. Based on the formation mechanisms of the landslide, detailed engineering mitigation measures, involving slope cutting, anchor cable frame, shotcrete and anchorage, retaining wall and intercepting ditch were suggested to reduce the future failure risk of the landslide.

패턴분류를 통한 산지사면의 위험도 평가 기법 (Slopes Risk Assessment Techniques through Pattern Classification)

  • 김민섭;김진영
    • 지질공학
    • /
    • 제25권2호
    • /
    • pp.189-199
    • /
    • 2015
  • 우리나라의 화강풍화토 지반의 사면붕괴 형태는 대부분 절토사면에서 발생하는 경우가 많고 풍화작용의 영향을 받는 표층부 지반 안정성을 파악하는 것이 중요하다. 표층부에서 채취한 시료를 이용하여 기본 물성시험 및 점착력과 내부마찰각 시험을 수행하였고, 현장조사 결과를 토대로 자연사면의 안정성 검토를 수행여 형태별 패턴(쐐기형, 무한사면형, 유한사면형)을 분류 하였다. 또한 분류된 패턴별로 수치해석을 수행하였으며 그 결과를 토대로 최소안전율과 사면경사각의 관계를 개괄적인 안정도 추정에 기초 자료로서 제공하고자 하였다. 본 연구에서 산정된 강도정수들은 몇 개의 특정사면의 경우에 대한 것으로서 모든 사면의 안정해석에 그대로 적용 가능한 것은 아니다. 그러나 현실적으로 모든 경사면과 강도정수에 대해서 실험을 실시하는 것은 어려울 뿐만 아니라 비용면에서도 불가능한 실정이다. 따라서 사면안정에 영향을 미치는 단위중량, 점착력, 내부마찰각의 변화와 사면 경사각의 변화에 따른 위험도 평가를 정립하기 위해서는 수치모델링과 같은 방법을 사용하여 현장조건의 다양한 변화에 대응할 수 있는 패턴별 위험도 평가기준이 작성된다면 대단히 유용할 것이다. 따라서 대표적인 사면형태(TYPE-I~IV)와 사면경사각에 강도정수를 적용하여 최소 안전율을 제시한다면 자연사면의 간이 안정해석이 가능 할 것으로 사료된다.

비탈면 녹화에서 임목폐기물의 활용에 관한 연구 (A Study on the Use of Fresh Root-chips in Slope Revegetation Works)

  • 김남춘;이정호;이태옥;허영진
    • 한국환경복원기술학회지
    • /
    • 제11권4호
    • /
    • pp.119-128
    • /
    • 2008
  • In this study, we attempted to seek out the ways to recycle fresh root-chips in the slope revegetation works by breaking tree root wastes occurring during the construction works, also to review the applicability of fresh root-chips as the soil media in slope revegetation works. For this purpose, we organized test units in order to investigate on-site applicability of fresh root-chips (broken chips). In order to examine the desirable ration of combining fresh root-chips with the hydroseeding soil media on the cutting slopes, we organized test units depending on the amount of combination. The following is the main experimental results. 1. At first, we analyzed properties of hrdro-seeding soil media and soil of the experimental sites. The overall results demonstrate that all the test units show proper range for vegetation. 2. We believe that the physical properties of soils in the earlier phase of restoration works on the sloped sites are not greatly affected by the fact whether broken chips exist or not. However, as time elapses, broken chips needs to be investigated further on what kind of impact they have on the soil condition. 3. More species are found in the test unit combining broken chips and we believe that it will contribute to blossoming of green plants and ecological succession of neighboring plants. 4. We performed experiment on possibility for fresh root-chips as substitutes for the hydro-seeding soil-media. In the test unit that combines fresh root-chips, its mixture ratio tends to exceed that of the test unit that does not combine fresh root-chips by 5 %. In case of the Thick-Layer-Soil-Media Hydroseeding works, the mixture ratio of the test unit that combines fresh root-chips after 16 weeks exceeds that of the test unit that does not combine fresh root-chips by 75%. 5. From the result of our experiment, it is obvious that the ratio of mixture and the number of emerging species are higher for the test unit combining fresh root-chips than the test unit that does not combine them. In other words, we can replace the hydro-seeding-soil-media with some Fresh root-chips without affecting the physical property of soil.

산사태(山沙汰) 발생요인(發生要因)에 관한 연구(硏究) -평창군(平昌郡) 석회암지대(石灰岩地帶)를 중심(中心)으로- (Studies on the Causal Factors of Landslides on Limestone Soils in Pyeongchangkun)

  • 이수욱
    • 농업과학연구
    • /
    • 제6권2호
    • /
    • pp.125-133
    • /
    • 1979
  • 평창군(平昌郡)에 발생(發生)한 산사태지(山沙汰地)의 유형(類型)은 다음과 같으며 그특징(特徵)을 보면, 1. 석회암(石灰岩) 심토지대(深土地帶) 토양단면상(土壤斷面上)에 점토(粘土)의 집적(集積)으로 토성(土性)의 차이(差異)가 뚜렷하여 수분(水分)에 의한 윤활작용(潤滑作用)으로 니류형산사태(泥流型山沙汰)가 발생(發生)한다. 2. 석회암(石灰岩) 암반지대(岩盤地帶) 표토(表土)의 두께가 얇고 평활(平滑)한 암반층(岩盤層)이 존재(存在)하므로 집중호우시(集中豪雨時) 표층토(表層土)가 쉽게 포화(飽和)되고 암반경계부(岩盤境界部)에 수분윤활작용(水分潤滑作用)으로 표토(表土)가 분리(分離) 붕락(崩落)한다. 3. 화강암지대(花崗岩地帶) 조립질토성(粗粒質土性)의 모재(母材)는 응집력(凝集力)이 적으며 공극(孔隙)이 많고 삼투능이 커서 수분(水分)에 의한 식화(蝕和) 및 분리작용(分離作用)이 신속하여 쉽게 기암층(基岩層)으로부터 붕락(崩落) 계안(溪岸)을 침식(浸蝕)한다. 본지역(本地域)의 산사태예방책(山沙汰豫防策)으로 다음을 들 수 있다. 1. 산사태근원지(山沙汰根源地)의 집중조림(集中造林) 및 사방공작물(砂防工作物) 설치(設置). 2. 급경사지(急傾斜地)($25^{\circ}$이상)의 개벌(皆伐) 및 개간경작(開墾耕作)의 억제(抑制) 3. 산사태방비림(山沙汰防備林) 조성(造成).

  • PDF

제주한란의 자생환경 특성 및 분포에 관한 연구 (Habitat Characteristics and Distribution of Cymbidium kanran Native to Jejudo, Korea)

  • 이종석
    • 한국환경복원기술학회지
    • /
    • 제7권1호
    • /
    • pp.40-49
    • /
    • 2004
  • This work carried out to define the characteristic of Cymbidium kanran habitat at Mt. Halla in Jejudo, Korea from the ecological point of view including geological and topographical features, air and soil temperature, relative humidity, fluctuations of light intensity, habitat vegetation, distribution altitude, area limit, and etc. And another goal of this study consider the conservation counterplan of the cymbidium habitat. Natural distribution areas of the cymbidium were observed more abundantly on the well drained south and east-facing slopes. Soil acidity was ranged from pH 4.1 to 5.3, and electric conductivity was ranged from 176.4 to 299.9 us/cm (average 215.3 us/cm). Base-saturation percentage of the habitat soil was below 50%, bulk density 0.42g/$cm^2$, particle density 2.05g/$cm^2$, humus content 26%, total nitrogen 0.82%, available phosphate 4.2 mg/kg, exchangeable potassium 0.63 Cmol/kg, calcium 0.44 Cmol/kg and magnesium 0.67 Cmol/kg. Annual mean air temperature was $15.4^{\circ}C$, however, air temperature was ranged $11.7{\sim}18.2^{\circ}C$ in spring, $21.2{\sim}23.8^{\circ}C$ in summer, $12.8{\sim}22.0^{\circ}C$ in fall and $5.5{\sim}7.8^{\circ}C$ in winter season. Annual mean soil temperature at depth of 10cm was $13.2^{\circ}C$ And minimum value was recorded $4.7^{\circ}C$ on January, and maximum value $22.5^{\circ}C$ on August. Relative humidity was ranged 90.8~94.7% in summer, 80.8~91.5% in fall and 77.6~84.2% in winter season. Minimum value was 56.5% on December, and maximum value was 100% on July and August. Light intensities were ranged from 400 to 1,800 lux at the greater part of Cymbidium kanran sites in Jejudo. Summer regarded as an lower light intensities was recorded to be range of 500~600 lux; however, autumn and winter were shown higher light regimes ranged from 3,500 to 3,800 lux. Therefore, one must be suprised that the cymbidium grow at the light condition of 6 lux (minimum) or 10,000 lux (maximum). Tree species keeping higher frequency rate and density were Eurya japonica, Camellia japonica, Castanopsis cuspidata, Carpinus laxiflora and Pinus densiflora. Number of trees growing in a 5${\times}$5m quardrat was 35 as an average, and proportion of evergreen versus deciduous was 5:1. Distribution altitude of the orchid habitat was ranged from 120m (low) to 840m (high) from sea level on the south facing slope of Mt. Halla, and was ranged eastern borderline of Gujwaup, Bukjejugun to western boundaries of Jungmundong, Seogwipo city. For the stable conservation of Cymbidium kanran habitat, sunlight regimes must be increased more by means of cutting trees or twigs in the site.