• 제목/요약/키워드: Highway cut-slopes

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Distribution and Characteristics of Native and Exotic Plants on Cut Slopes and Rest Areas along Korean Highway Lines

  • Kim, Kee-Dae
    • 한국환경과학회지
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    • 제16권5호
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    • pp.549-559
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    • 2007
  • Vegetation surveys were performed at 45 plots along 10 highways cut slopes in South Korea. Total floral inventory, species richness and exotic plant percentage were obtained within each plot. Life history and life form of each species appeared were analyzed. Community types were classified using hierarchical cluster analysis and detrended correspondence analysis and non-metric multidimensional scaling were conducted from vegetation matrix. 292 species of vascular plants were discovered and the number of natives and exotics were 226 and 66, respectively. There were no significant differences of species richness and exotic plant percentage between cut slopes and rest areas. Hierarchical cluster analysis indicated five clear vegetation associations in cut slopes and rest areas. Detrended correspondence analysis indicated that species composition of total and native plants were similar along the highway cut slopes whereas exotic plants were distributed differentially along the highway cut slopes. in non-metric multidimensional scaling, the studied sites were more separated from each other on the basis of their species composition than the results of detrended correspondence analysis with respect to total, native and exotic plants. The both ordination represented that exotic plants have not been made uniform yet on cut slopes and rest areas by highway corridor in spite of diverse chronosequences after highway construction termination (1 to 22 years). This study showed that the distribution of species composition in exotic plants was different and localized on cut slopes and rest areas of highway in this representative peninsula area of North East Asia and the invasion of exotic plants can retard the process of plant species homogenization.

고속도로 비탈면 녹화용 도입초종의 생육특성 분석 (Analysis Growth Characteristics of the Introduced Species Revegetated on the Highway Cut-slopes)

  • 우보명;오구균;김봉년;조영채;전기성
    • 한국조경학회지
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    • 제26권1호
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    • pp.12-20
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    • 1998
  • This study was carried out from June 1996 to November 1997 to analyze the growth characteristics of the introduced species revegetated on highway cut-slopes. The number of revegetation measures type surveyed were fourteen such as seed-spraying measures, block-sod pitching measures, and hydro-seeding measures with seed-fertilizer-soil materials. The introduced species for revegetation measures were mostly Festuca arundinancea(cool season grass), Eragrostic curvula(warm season grass), Lolium perenne(cool season grass), Dactylis glomerata(cool season grass), Poa pratensia(cool season grass). The species diversity index of the upper part on highway cut-slopes were greater than that of the middle part and lower part. The growth of introduced species was good on north-facing cut-slope than the others and that was flourish in temperate north forest zone. Also, the introduced species seemed to decrease or disappear, while the ratio of native woody and herb species which were in mature stage seemed to increase.

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절토사면 현황자료를 이용한 충청도 관내 위험절토사면 분포 연구 (Study on Dangerous Cut-slopes Distribution Using Inventory Data in Chungcheongdo)

  • 김진환;구호본;이종현;윤천주
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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    • pp.858-862
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    • 2008
  • KICT has been carrying out inventory research on the cut slopes of national roads. Inventory research results are basic data used in cut slope management system. Inventory data are classified by general status, cut slope characteristics and inspector opinion. Cut slope inventory data are utilized to figure out dangerous slopes and decide survey ranking of detailed safety diagnostication. This paper drew the distribution of dangerous cut slopes using inventory data in Chungcheongdo, then verified an efficiency on distribution of dangerous cut slopes by comparing occurrence frequency of real collapsed cut slopes.

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고속도로 절·성토 비탈면 녹화 공법의 적용 실태 연구 (An Analytical Study on the Revegetation Methods for Highway Slopes)

  • 김남춘;송호경;박관수;전기성;이상화;이병준
    • 한국환경복원기술학회지
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    • 제10권2호
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    • pp.1-15
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    • 2007
  • A variety of revegetation methods are being utilized and developed. However, most of revegetation methods used on highway slopes in Korea are based on foreign-introduced plant varieties to stabilize road surfaces and to administer afforestation for surface covering at an earlier phase. Therefore. it results in various problems. such as failure to achieve harmony with the surrounding vegetation and 10 cause re-denudation of slopes as the foreign-in introduced plant varieties wane out from 2~3 years after hydro-seeding, etc. In addition, some of the revegetation plants seeded in the earlier phase grow excessively high, thus causes successional problems, such as to inhibit the invasion of the secondary vegetation from the surrounding areas, etc. Therefore, in this study, 160 slopes located in the nationwide express highways have been investigated and analyzed in order to produce basic data for restoration of ecological environment in slopes created on a long-term basis by investigating and analyzing locational characteristics of cut and filled slopes in express highways, status of revegetation methods, characteristics of soil and plant-ecological environment. 1. Investigation on cut and embanked slopes in express highways was carried out in the total of 160 locations, which include 108 cut slopes and 52 embanked slopes. As a whole, the most frequently used revegetation method was seed spray, which was found to be used in the total of 55 target slops investigated. 2. Planting method of Wistaria floribunda applied to some of the blasted rock zones was found to cause damages as Wistaria floribunda trailed up the surrounding vegetation and the secondary invaded trees. In order to prevent this, this method must be used only in the lowest parts of large-sized slopes. Also, it will be required to administer continuous management and maintenance in the areas already planted with this plants. 3. The areas of blasted rock and ripping rock slopes were applied with coir net (net + seeding) method. However, many of these areas failed in achieving ground covering. Most areas where revegetation was in progress, they were covered with Eragrostis curvula(Weeping lovegrass) only. In areas with soil, such as decomposition of granite, where afforestation is difficult. In this slopes, soil base must be improved by hrdroseeding with thin-layer vegetation base application methods in order to achieve success in afforestation with native plants. 4. Woody species, rather than herb species, are more helpful in stabilization of slope surfaces. Therefore, it is important to be able to grow and protect woody species on highway slopes. Growth of woody vegetation is most largely influenced by soil depth. Thus, when hydro-seeding woody plants, it is recommended to apply at the upper layer of the slopes, which is capable to sufficiently provide the fundamentals required in plant growth.

고속도로(高速道路) 절개(切開)비탈면에서 녹화공법(綠化工法) 선정기준(選定基準) 설정(設定)에 관(關)한 연구(硏究) (Studies on the Selection of Standard Revegetation Measures on the Highway Cut-slopes)

  • 우보명;김경훈
    • 한국산림과학회지
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    • 제86권4호
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    • pp.476-488
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    • 1997
  • 절개(切開)비탈면을 대상으로 녹화공법(綠化工法) 선정시 현장에서 이용할 수 있는 실용성 높은 기준을 선정하기 위한 학술적 자료를 도출하기 위하여, 고속도로(高速道路) 절개비탈면에 시공되어 있는 녹화공법 시공 상황을 1995년부터 1996년까지 직접 현지 표본을 조사 분석한 결과는 다음과 같다. 조사대상 고속도로 절개비탈면에 적용된 녹화공법은 종자뿜어붙이기공법, 평떼붙이기공법, 격자틀붙이기공법, 종비토뿜어붙이기공법, 각종 녹화망덮기공법 등의 순으로 많이 시공되었다. 이들 비탈면의 식생피복도(植生被覆度)에 영향을 미치는 주 인자는 절개비탈면의 토양경도, 토성, 암반유무 등의 토질인자(土質因子)와 비탈면 경사, 길이 등의 입지인자(立地因子)인 것으로 분석되었다. 따라서, 절개비탈면에 적용할 수 있는 최적의 녹화공법을 선정하기 위해서는 비탈면의 토질상태(토양-토양경도지수 20mm, 30mm, 암반-연암, 경암 상태의 4조건), 비탈면 경사도($30^{\circ}C$, $45^{\circ}C$, $60^{\circ}C$의 3조건), 비탈면 길이(10m, 30m, 60m의 3조건) 등의 3인자를 필수요인으로 고려하는 것이 타당할 것이다.

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남양주-춘천(국도 46 호선)간 도로절개면 붕괴 특성 고찰 (Characteristics of Roadside Cut-Slopes Failures along the 46th National Highway)

  • 구호본;정의진;박성욱
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2000년도 가을 학술발표회 논문집
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    • pp.527-534
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    • 2000
  • 136 cut slopes which extends from Namyangju to Chunchon city along the 46th national highway were investigated to analyze the influence factors affecting slope instability. Geologic and geotechnical conditions were examined and the detailed investigation were carried out for fifty five failed slopes. failure mode (wedge failure, planar failure, circular failure, sheet eroison and rock falls) are examined with respect to slope inclination, rock type, weathering grade and discontinuity patterns. It is suggested that the failure modes and their dimensions have relations to the morphology and geologic conditions of the slopes. Wedge failure has highest is the most frequent failure mode and falls, sheet erosions, planar failures and circular in descending order of failure percentage. Wedge failure is most dominant failure type over all lithology except quartzite formation. In slopes of well foliated and banded gneiss, failure ratio of wedge is up to 50% ca. Failure ratio(number of rock fall/number of total failure) of rock fall increases with increase fo slope inclinations and decrease of weathering grade. Dimension analyses of failed slopes shows wedge and circular failure has higher value of D/L and D/H than planar failure and sheet erosion.

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일반국도상 절토사면 강도정수에 관한 연구 (A Study on the Strength Parameters of Cut Slopes on the National Highway)

  • 이종현;김승현;김진환;이정엽;구호본
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2008년도 추계 학술발표회
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    • pp.1050-1056
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    • 2008
  • Many cut slopes are situated on national highways. In this study, we chose rock slopes of moderated weathering grade to analyze general strength parameters of cut slopes. We analyzed the strength parameters of selected rock slopes by the experience method. Also, we arranged the strength parameters by area and rock types.

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현황자료를 이용한 충청도 관내 위험절토사면 분포도 작성 연구 (Study on Danger Cut Slopes Distribution Area based on Inventory Data in Chungcheongdo)

  • 김진환;구호본;이종현;윤천주
    • 지질공학
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    • 제18권1호
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    • pp.37-44
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    • 2008
  • 한국건설기술연구원은 전국 국도변 절토사면에 대한 현황조사를 수행 중에 있다. 현황조사는 절토사면 정밀 안전진단과는 달리, 현장에서 기본적인 육안 조사를 통해 얻을 수 있는 여러가지 절토사면 특성에 대한 조사로 절토사면 유지관리의 가장 기본이 되는 자료들이다. 현황조사 내용은 크게 조사 대상 절토사면의 일반현황, 절토사면 특성, 조사자 소견으로 구분된다. 조사된 자료는 전국에 분포하고 있는 위험절토사면을 파악하고, 정밀 안전진단의 조사순위를 결정하는데 가장 기초적인 자료로 활용될 수 있다. 본 논문에서는 2006년 충청도 일대에서 수집된 국도변 절토사면 현황조사 자료를 바탕으로 충청도 관내 위험절토사면 분포도를 작성하고 실제 붕괴절토사면 발생 위치와 비교하여 효율성을 검증하고 활용성 여부에 대해서도 논의해 보고자 한다.

도로비탈면의 환경인자를 고려한 식생구조분석에 관한 연구 (A Study on the Revegetation Structural Analysis for Environment Factor of Road Slope)

  • 전기성
    • 한국환경복원기술학회지
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    • 제7권2호
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    • pp.12-20
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    • 2004
  • This study was carried out from January 1998 to December 1999 to report the revegetation of cutting-rock slopes and a design standard in the highway cut-slopes. The field data was collected from the 67 sites cutting-rock slopes of highways, local roads, and field test. As the result of analyze, cutting-rock slopes revegetation measures were 16 types. There were Vine planting(3 types), Hydroseeding measures with seed-fertilizer-soil materials(5 types), Vegetaion-base spraying measures(5 types), and Stability measures(3 types). The factors affecting the plant coverage rates of cutting-rock slopes were the slope gradient, the slope width and direction. The plant coverage rate decreases in the condition of steep slope and long slope width and length(height). In addition, the plant coverage rates of the westward and southward were lower than that of the northward and eastward. Most dominant species were Zoysia japonica, Lespedeza cyrtobotrya, Lespedeza cuneata, Rubus crataegifolius, Miscanthus sinensis, Arrundinella hirta, Themeda triandra, and Oenothera odorata. Exotic species were Eragrostis curvula(Weeping lovegrass), Dactylis glomerata Orchardgrass), Lolium perenne(Perennial ryegrass), and Festuca arundinacea(Tall fescue). It is recommended to adjust the proposed factor as environment, topsoil, classification of rock, field condition and characteristic related with revegetation measures on slopes for the presentation of revegetation standard.

붕괴된 사면과 굴착되지 않은 사면의 안정성 검토 (Analysis of Slope Stability in Slopes of Failed and not Excavated)

  • 유병옥;김경석;이용희
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2003년도 사면안정학술발표회
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    • pp.129-144
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    • 2003
  • Generally, investigation methods of cut slope are conducted only geological surface survey to gain engineering geological data of cut slopes. These methods have many problems such as limitations of investigation for a special area. So geophysical investigations such as geotomography, seismic and electrical resistivity methods have been used to search for failure surface in potential failure slopes or failed slopes. But investigation method using the borehole camera is recently a used method and it is thought that this method is more reliable method than other investigation methods because of being able to see by the eyes. Therefore, this paper was conducted investigations of borings and BIPS(Borehole Image Processing System) to search for potential sliding surfaces and was applied to obtain information of discontinuity on failed and potential failure slope in highway. As the results of BIPS, we could decide potential sliding surface in the slope, conducted to check slope stability and decided slope stability measures.

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