• 한국재난정보학회 논문집
• /
• 제3권2호
• /
• pp.147-169
• /
• 2007

This study investigates the reinforcing effects of the Multi-bar Spring nails with respect to the conventional Soil-nails in artificial slopes. Based on wide experience related to design and construction, soil nails have been widely applied to reinforce slope in the world. Multi-bar spring nails are one of the improved soil nailing methods. These method maximizes bending, shearing, pull-out resistance for those multi-nails, not unit nail, that are inserted in the borehole using special spacer at regular intervals. In addition, because cutting plane is confined effect resulting from a pressured plate at the end of the nails with compression spring equipment, slope stability is secured using MS-nailing method. Analyzing bending, pull-out, shearing condition of MS-nail, it was examined throughly elastic region, load transfer capacity, reinforcing effect on cutting plate of MS-nails. In addition, Pilot and laboratory tests, numerical analysis were carried out to verify the superiority of MS-nailing method. In case, MS nailing method is applied to reinforce artificial slope, it was analyzed that bending, pull-out, shearing resistance was increased more than existing nailing method was applied. In this study, it was shown that surface failure was more or less prevented using MS-nailing method, confining effect on cutting plane using spring stuck to flexible equipment.

• 한국정밀공학회:학술대회논문집
• /
• 한국정밀공학회 2002년도 추계학술대회 논문집
• /
• pp.599-602
• /
• 2002

A novel rapid prototyping (RP) process, an automated transfer type variable lamination manufacturing process (Automated VLM-ST) has been developed. In Automated VLM-ST, a vacuum chuck and linear moving system transfer the plate type material with two pilot holes to the rotation stage. A four-axis synchronized hotwire cutter cuts the material twice to generate Automated Unit Shape Layer (AUSL) with the desired width, side slopes, length, and two reference shapes in accordance with CAD data. Each AUSL is stacked on the stacking plate with two pilot pins using the pilot holes in AUSL and the pilot pins. Subsequently, adhesive is supplied to the top surface of the stacked AUSL by a bonding roller and pressure is simultaneously applied to the bottom surface of the stacked AUSL. Finally, three-dimensional shapes are rapidly fabricated. This paper describes the procedure for generating the cutting path data (AUSL data) f3r automated VLM-ST. The method for the generation of the Automated Unit Shape Layer (AUSL) in Automated VLM-ST was practically applied and fabricated for a various shapes.

• 터널과지하공간
• /
• 제9권2호
• /
• pp.158-167
• /
• 1999

주관적이고 정성적인 암판정 방법들 때문에 굴착될 토충과암석의 물량과 이에 따른 굴착비용 산정시에 일반적으로 어려움이 많다. 그러므로 본 논문은 굴착 목적에서 서울 화강암에 대하여 객관적이고 정량적이고 쉽게 적용될 수 있는 암반판정 방법들을 제시한다. 슈미트해머와 점하중강도 시험들은 서울 화강암의 암석에 대한 일축압축강도를 정량적으로 추정하기 위한 신뢰도가 높고 손쉽게 수행할 수 있는 방법들로서 입중되었다. 또한 지표면에서 약 12m 깊이인 천부지역의 화강암 암반상태를 확인하기 위하여, 지반조건을 직접 관찰할 수 있는 수직 절취사면의 최상부에서 현장 탄성파탐사 방법이 사용되었다. 이로서 현장 탄성파탐사로서 암반 상태 및 깊이를 판단하는 신뢰성을 확인할 수 있었는데 매우 정확한 1 m의 오차만 있었다. 그러므로 비교적 천부인 서을 화강암 암반의 굴착난이도 상태를 판단하기 위하여 현장에서 절취사면에 대한 정밀 지반조사방법은 매우 유용하고 경제적인 방법으로서 고려될 수 있다.

• 대한기계학회논문집A
• /
• 제41권5호
• /
• pp.391-399
• /
• 2017

절삭속도 및 이송속도가 평엔드밀로 하향절삭 가공된 측벽 형상에 미치는 영향을 실험을 통하여 알아보고자 한다. 실험은 절삭속도 및 공구 직경, 절삭날 당 이송거리를 변수로 하여 수행하며, 실험 결과로서 배분력과 축방향 형상을 측정한다. 연구 결과, 이송속도를 절삭속도로 나눈 값에 비례하는 날 당 이송거리가 작을수록 축방향 형상정밀도가 높아지는 것이 확인되었다. 아울러, 축방향 형상은 서로 다른 기울기를 갖는 두 직선이 특이점에서 만나는 형태로 단순화 할 수 있다. 그러므로 운전 중 작업자에 의한 형상정밀도의 추정 및 날 당 이송거리 조정에 의한 개선이 용이할 것으로 판단된다.

• 대한교통학회지
• /
• 제21권2호
• /
• pp.33-43
• /
• 2003

우리나라는 전 국토의 약 74%가 산지로 되어있어 도로건설에 따라 산지부 통과가 필연적이며, 이에 따라 터널이나 절토사면(절개면)과 같은 도로구간이 발생한다 절토사면의 경우, 전국 24개 노선 총 연장 900km에 대한 조사 결과에서는 약 2,400 개소의 절토사면이 있는 것으로 나타나 도로 1km당 평균 2.7개소의 많은 절토사면이 조성된 것으로 파악되었다. 도로의 절토사면은 붕괴사고 등과 같은 안전이 무엇보다 중요한 요소이나 도로의 질적수준 지향에 따라 운전자에게 쾌적한 도로경관도 점차 그 중요성이 부각되어 다양한 공법이 도입.적용되고 있고. 최근에는 도로설계단계에서 도로경관에 관한 수요와 요구가 급증하고 있다. 따라서 본 연구에서는 도로의 경관을 구성하는 중요한 요인중 하나인 절토사면을 대상으로 기존에 연구된 관련연구를 검토함과 동시에 실제로 현장에서 적용되고 있는 10개 공법별로 도로경관을 구성하는 핵심요소를 요인분석을 통하여 분석하여 경관구성의 결정요인을 파악하였다. 그리고 경관평가를 구성하는 정성적 특성을 반영하여 LISREL(공분산구조분석)모형을 구축하여 모형에 내재되어 있는 측정오차와 변수간의 관계를 파악함으로써 요인상호간의 관계를 고려한 경관평가와 분석이 가능하도록 하였다.

• 한국조경학회지
• /
• 제42권1호
• /
• pp.115-122
• /
• 2014

본 연구의 목적은 경기도 도로건설사업의 환경영향평가서를 대상으로 도로 건설시 절 성토 높이와 비탈면 높이와의 관계를 분석하고, 도로 건설사업 시 지형적 훼손을 최소화할 수 있는 합리적인 비탈면 높이 기준을 제시하는 데에 있다. 이를 위해 도로건설사업 환경영향평가서 내 비탈면 높이와 관련된 전문가 의견이 제시된 44개의 사례를 검토하고, 그 중에서 절 성토고 높이에 관해 언급된 23개의 사례를 추출하여 분석에 활용하였다. 본 연구의 결과를 요약하면 다음과 같다. 환경영향평가서 상에 제시된 대부분의 절 성토 높이 및 비탈면 높이는 기준 높이인 20~30m(성토 높이), 그리고 10~15m(절토 높이)를 초과하고 있으며, 도로변의 절 성토 높이가 비탈면의 높이와 높은 상관관계가 있다는 것을 보여주고 있다. 그리고 회귀분석 결과에 따르면 각각의 절 성토 높이는 절토 높이의 경우 25.33~33.23m, 성토 높이의 경우 14.56~18.08m로 나타났으며, 이러한 높이 기준은 일반적인 높이 기준보다 높은 것으로 나타나, 향후 환경영향평가서 검토 시에 충분히 고려되어야할 사항으로 판단된다. 본 연구는 환경영향평가서에 제시된 절 성토 높이 및 비탈면 높이만을 고려하고 있어, 실제 제안된 높이가 지형 훼손을 최소화할 수 있는지에 대한 검증은 불가능하였으며, 따라서 본 연구에서 제시된 높이 기준을 바탕으로 비탈면 높이에 대한 친환경성 검증을 위한 심층적인 연구가 진행될 필요가 있다.

• 한국환경복원기술학회지
• /
• 제2권1호
• /
• pp.88-93
• /
• 1999

In modern period, the history of highway landscaping can be divided into three stages. The first stage from the late 1960s to the early 1970s : during this period revegetation operation started and landscape architecture was introduced. The second stage from the late 1970s to the early 1980s : during this period the definition of functional planting which had played the most important role in highway landscaping was established. Also, highway landscaping was influenced by Japan, and the revegetation of highway slopes were applied with Seedspray, Block-sodding methods, and so on. The third stage from late 1980s to the present : during this period eco-landscaping was introduced and began to mix with ecosystem techniques. The revegetation works of cutting-rock slopes have widely been developed. Many people think that landscaping is necessary for us, and that revegetation method is effective to conserve slope environment. Based on accumulated data we have to improve the function of landscaping and revegetation method, and also have to establish the method of landscaping harmonized with our own landscape.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2005년도 춘계 학술발표회 논문집
• /
• pp.113-120
• /
• 2005

Soil nailing system can be mentioned to a method of supporting as the shear strength of in-situ soils is increased by passive inclusions. In the general soil nailing system, facing walls are used in two kind of a lattice concrete block or a cast in placed concrete wall. A case of lattice concrete blocks is used in slow slopes greater than 1:0.7. Also, a case of a cast in placed concrete wall is used in steep slopes less than 1:0.5. The cast in placed concrete walls are constructed to 30cm thick together with a shotcrete facing. In this study, the assembling soil nailing method as a new soil nailing system is proposed. This method is constructed assembly using precast concrete panels. Therefore ability of the construction and quality of the facings can be modified than a usual soil nailing system. Also, this method can be obtained the effects that a global slope stability increase, as precast concrete panels is put on cutting face after excavating a slope.

• 아시안잔디학회지
• /
• 제9권3호
• /
• pp.173-185
• /
• 1995

Hydroseeding technique is a very popular method of revegetating slope areas through the control of soil erosion and stability by seeding grasses. This study was conducted to select turfgrass species and cultivars for hydroseeding. Experiment plots were established on various soil types and environmental conditions at Singar-Ansan high-way construction site. The investigation was designed in three cutting, one back-filling and other three spare sites with various seed mixtures. Results indicated that combinations of seed mixtures influenced seed germination and rates of surface cover. In a view of long term, vegetation shifts should be influenced by characters of slopes and micro-climate conditions. Hydroseeding did not show good results on rocky slope areas. Revegetation was only going on where there had soil. The combination of seed mixture with a higher rate of perennial ryegrass had relatively good revegetation with faster germination and seedling growth. Improved turf-type tall fescue Arid ⓡ and Falcon ⓡ seemed to have good environ-mental adaptation and drought tolerance. Wild or old type cultivars showed relatively slow green-up in spring and growth rates at the next year of seeding. For the harmonious landscaping with surrounding area, the combination of native grass mixture with cool-season grasses had good results. Slow and low revegetation rate at hack-filling site seemed to be caused by the poor development of capillary tubes in sub-soil. It was shown that a high correlation between seed germination and revegetation rate, and between three-month later coverage rate and final rate. The evaluation of coverage rate after three month seems to he acceptable to decide the accomplishment of hydroseeding results on rode side slopes.

• 국제학술발표논문집
• /
• The 3th International Conference on Construction Engineering and Project Management
• /
• pp.1260-1265
• /
• 2009

Topographical features in South Korea is characterized that 70% of territory is composed of the mountains that can experience intense rainfall during storms in the summer and autumn. Efficient planning and management of landscape becomes utmost important since the cutting slopes in the mountain areas have been increased due to the limited construction areas for the roadway and residential development. This paper proposed an efficient way of slope management for the landslide risk by developing Web-GIS landslide risk management system. By deploying the Logistic Regression Analysis, the system could increase the prediction accuracy that the landslide disaster might be occurred. High resolution survey technology using GPS and Total-Station could extract the exact position and visual shape of the slopes that accurately describe the slope information. Through the proposed system, the prediction of damage areas from the landslide could also make it easy to efficiently identify the level of landslide risks via web-based user interface. It is expected that the proposed landslide risk management system can support the decision making framework during the identification, prediction, and management of the landslide risks.