• Title/Summary/Keyword: Site Slope

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Displacements Behavior of Rock Slope by Shaking Table Test (진동대 실험을 통한 암반비탈면의 변위 거동 특성)

  • Yoon, Won-Sub;Kang, Jong-Chul;Park, Yeon-Jun
    • Journal of the Korean Society of Industry Convergence
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    • v.23 no.2_2
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    • pp.245-254
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    • 2020
  • This study investigated the so far little-researched characteristics of the behaviors of rock slopes at the time of an earthquake. For the selection of the rock block, a proper model was formed by applying the similarity in consideration of the roughness and strength of the rock slope(10m) on the site, and shaking table tests were carried out according to seismic excitement acceleration, and seismic waves. In the case of the inclination angle of the joint plane of 20°, the long period wave at 0.3g or more at the time of the seismic excitement surpassed the length of 100mm, the permissible displacement (0.01H, H:slope height), which brought about the collapse of the rock; the short period wave surpassed the permissible displacement at 0.1g, which caused the collapse of the slope. The rock slope was close to a rigid block and a structure more vulnerable to the long period wave than to the short period wave. It collapsed in the short period wave even at the seismic amplitude smaller than the maximum design acceleration in Korea.

A Study on Treatment of the Cutting Rock Slopes - A Case study on the sloping work of the Po-Chun C.C Project and the Moon-Hak Sports complex project - (암반(岩盤) 절토비탈면 처리에 관한 사례연구 - 포천 C.C 조성 및 문학운동장 비탈면처리공을 중심(中心)으로 -)

  • Kim, Kil-Dong;Lee, Jae-Keun
    • Journal of the Korean Society of Environmental Restoration Technology
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    • v.1 no.1
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    • pp.95-101
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    • 1998
  • In order to seek a efficiency of site cooperation and slope stabilization in a rock sloping work, it would rather take into consideration, in its importance, a concurrent performance of civil works and landscaping works than give any part a special priority. It can enable us to achieve an expanded scope of landscaping works and improvement of slope scenery via this sort of cooperation. However, this can not be achieved without assurance on the slope stabilization and scenic view of the project owner, and further via this cooperation, environmentally familiar works can be performed, becoming natural environment and minimizing damages on surrounding scenery and environment. It is foreseeable that improvement of functions of civil equipment, introduction of technology and development of landscaping materials can facilitate an improvement in the betterment of slope scenery. Landscaping related parties need to enhance their understanding of rock sloping and scenic view based on knowledge on the fundermental understanding of slope stabilization and on the base rock characteristics.

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Design Application Analysis and Proposals of Terraced Housing on Hilly Sites (구릉지 활용을 위한 테라스하우스 적용방법 분석과 계획방향)

  • Yoon, Yong-Suk;Yang, Woo-Hyun;Lee, Hyun-Jin
    • Journal of the Korean housing association
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    • v.18 no.3
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    • pp.31-40
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    • 2007
  • This research starts from the questioning of current housing development situation on hilly sites in Korea. It aims to investigate various design techniques of terraced housing as an alternative housing type on sloped sites. Several generic solutions are proposed, as for site slope and stacking method, combination of dwelling units, access pattern, and sectional variation of unit space. By the comparative analysis of design proposals with the typical two-row vertical-access type, the efficiency of the proposed techniques are verified in terms of development density, provision of community space, habitability of dwelling units.

Centrifuge Modelling of Bridge Abutment Foundation on the Sloped Ground (경사지반에 위치한 교대기초의 원심모델링)

  • Yoo, Nam-Jae;Jun, Sang-Hyun;Hong, Young-Kil
    • Journal of Industrial Technology
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    • v.27 no.B
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    • pp.209-214
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    • 2007
  • This paper is the research result about centrifuge model experiments of investigating the behavior of bridge abutment on the sloped ground. Ground condition of the studied site was the bridge abutment with pile foundation adjacent to the slope. The pile foundations was supported on the soft rocks covered with the embankment. Evaluating the behavior of such a complicate ground and structure conditions was not easy so that the centrifuge modelling was performed to find the overall behavior of them. Layout of centrifuge model experiment was simplified to simulate easily the actual behavior of very complicate site condition. Construction process in field such as ground excavation for footing foundation, installation of piles, placement of footing and bridge abutment, backfilling and surcharge loading eas duplicated in the centrifuge model experiment. Consequently, the stability of the piled bridge abutment adjacent to the slope of embankment was evaluated throughout centrifuge modelling.

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The Type of Dwelling Sites of Ancient People and Excavation-Recommended Spot in the Viewpoint of Geomorphology - 'Ohnju Region Urban Development Business Site' as an Example - (지형학적 관점에서 본 고대인의 생활터전 유형 및 시굴 추천지점 -충남 아산 '온주지구 도시개발 사업부지'를 사례로-)

  • Park, Ji-Hoon
    • The Korean Journal of Quaternary Research
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    • v.25 no.2
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    • pp.25-37
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    • 2011
  • The purpose of this study is to assume the particular area of hills where it is highly possible for historical site to be buried in the viewpoint of geomorphology and based on this to suggest excavation-recommended area. Namely, this writer is to understand the dwelling site type of ancient people who had resided there at that time for the object of 'Ohnju region urban development business site' (referred as investigation area hereinafter) and considering the characteristics of micro-landform of hills which are distributed in investigation area and is to recommend the area where it is highly possible for historical site to be buried. The result of analysis is like the following. (1) Dwelling site types of ancient people who might have resided in the whole area of investigation region are discovered to be largely 'low hills+wetland' of Type-I and 'alluvial fan(or river terrace+wetland' of Type-II. (2) In investigation area if the area which has high possibility of distribution of historical site namely, excavation-recommended area is looked as based on micro-landform unit of hills, they are Crest slope and Crest flat. Individual area ratios which Crest slope and Crest flat occupies in investigation area are 12.9% and 10.2% respectively and the rankings are 3 and 6 each. And excavation-recommended areas in valley plain(or bottomland) of investigation area are in the vicinity of 'distal end' or 'buried distal end'of small scale alluvial fan.

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A Study on Development of GNSS-based Measurement System for Monitoring Slope Site

  • Lee, jin-duk;Chang, ki-tae;Bhang, kon-joon
    • Proceedings of the Korea Contents Association Conference
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    • 2015.05a
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    • pp.5-6
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    • 2015
  • A GNSS based measurement system was constructed with not only the core sensors of a GNSS receiver, a TRS sensor and a soil moisture sensor but supplementary installation of power supply and radio communication for monitoring steep slope sites. The sensor combination extracts and transfers not only ground displacement in real-time but soil moisture content.

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Analysis of the Case of the Rehabilitation Quarrying After Using Quarrying Site (채석 완료 후 부지 활용성을 고려한 복구사례 분석)

  • Park, Jae-Hyeon;Lee, Joon-Woo;Park, Chong-Min
    • Journal of the Korean Society of Environmental Restoration Technology
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    • v.13 no.3
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    • pp.152-162
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    • 2010
  • This study provides preliminary data to support the need for appropriate and thorough restoration of quarries through investigating both domestic and overseas cases of sites that were restored in environment-friendly ways to make them re-usable after extraction. In cases of areas where it is difficult to restore the cut slope, putting it to other uses such as engraving buddhist images would be helpful to reduce the restoration cost and enhance the utilization of the slope. Phased land use conversion after exploitation needs to be considered in advance; for example, the location and size of the quarry should be determined according to the pre-planned use or development of the site. Considering the circumstances in the country, serious consideration should be given to methods that allow the restoration or recovery of the damaged sites to be completed in short periods of time. Quarry restoration needs to be approached from the view of ecological restoration and if a site is deemed to be usable for another purpose, land use conversion should be considered to enhance the utilization.

Establishment of Landfill Site Preliminary Assessment Model Based on Contamination Characteristics of Water Resources (수자원(水資源) 오염 특성에 의한 불량매립지(不良埋立地) 예비평가모형(豫備評價模型) 정립)

  • Hong, Sang-Pyo;Kim, Jung-Wuk
    • Journal of Environmental Impact Assessment
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    • v.4 no.1
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    • pp.17-23
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    • 1995
  • To assess preliminarily the contamination potential of water resources including groundwater owing to the hydrogeological characteristics of landfill site and the potential impact to humans and animals through contamination of water resources by leachate, "Landfill Site Preliminary Assessment Model(LASPAS)" was contrived. LASPAS could help them proritization of remediation of landfil sites by the convenient and relatively simple evaluation method of landfill site features. LASPAS was designd to aliot numerical ratings to landfill site related factors undermentioned; 1) hydrogeological factors such as hydraulic conductivity of aquifer, thickness of confining layer over aquifer, topographical slope, net recharge, and subsurface containment 2) water resources contamination factors of impacts on receptors such as proximity to drinking water supply, substitutability of drinking water supply, type of use of water resources, known impact on drinking water supply, and flood potential.

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A Study on the Planning Parameter of Ski Course-A Case of GaPyung Ski Resort (스키코스 계획기준에 관한 연구-가평스키장을 사례로)

  • Lee, Sfi-Young
    • The Journal of Natural Sciences
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    • v.13 no.1
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    • pp.97-111
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    • 2003
  • This study aims at presenting the planning parameter of ski course by designing Gapyung ski course. This site is located at Hacheon-ri, Gapyung-gun, Kyunggi-do and has an area $1,594,001m^2$. Design objectives of Gapyung Ski Resort were to build the most suitable ski course on the site area and make a comparative ski resort. This design process covers the following : site inventory and analysis; integration of design program and terrain analysis; slope planning and trail balance; comparison with other ski resort. This ski resort was composed of 5 lifts and 10 ski trails which are divided into 2 intermediate course, 3 high intermediate course, 4 advanced course, and I expert course. Total length of slope distance is 8,738m. This ski resort will be developed for advanced skiers and snow boarders who enjoy a mogul and a half pipe course. Therefore, the strategy of this ski resort is marked for target market of high intermediate.

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