• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.660-670
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• 2009

Neighboring construction becomes mainstream of Ground excavation in downtown area. This causes the displacement, deformation, stress condition, etc of the ground surroundings. Therefore Neighboring construction have an effect on Neighboring structure. All these years a lot of Neighboring construction carried out, and the accumulation of technology also get accomplished. But earth retaining structure collapse happens yet. Types of earth retaining structure collapse are 12. 1. Failure of anchor or strut system, 2. Insufficiency of penetration, 3. H-pile Failure on excessive bending moment, 4. Slope sliding failure, 5. Excessive settlement of the back, 6. Deflection of H-pile, 7. Joint failure of coupled H-pile, 8. Rock failure when H-pile penetration is rock mass, 9. Plane arrangement of support systems are mechanically weak, 10. Boiling, 11. Heaving, 12. Over excavation. But field collapses are difficult for classification according to the type, because collapse process are complex with various types. When we consider the 12 collapse field, insufficient recognition of ground condition is 4 case. Thorough construction management prevents from fault construction. For limitations of soil survey, It is difficult to estimate ground condition exactly. Therefore, it should estimate the safety of earth retaining system, plan for necessary reinforcement, according to measurement and observation continuously.

• 지역연구
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• 제36권3호
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• pp.41-52
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• 2020

신도시는 우수한 정주여건을 제공하기 때문에 단기간에 많은 인구가 유입되고 지역경제가 형성된다. 하지만, 신도시가 낙후지역에 조성되는 경우 인근 지역으로부터 인구와 사업체를 흡수하여 인근 지역의 구도심 공동화 등과 같은 부작용을 야기할 수 있다. 한편, 내포신도시 조성에서 대도시인 대전시로부터 충남도청사의 이전이 가장 핵심적인 사업에 해당하고 이로 인해 다수의 공무원과 그 가족들이 상대적으로 과밀한 지역에서 이주하며 이들이 내포신도시를 포함한 인근 지역에서 소비층을 이루는 경우 내포신도시 인근 지역에 긍정적인 영향을 초래할 수도 있을 것이다. 본 논문은 내포신도시로부터 10km 이내 지역(폭 500-meter 도넛모양 지역이나 읍면동)과 이외 지역 간 내포신도시 조성을 전후로 지역 내 음식점업 개점수의 차이의 변화를 통해 내포신도시 조성에 따른 인근 지역에 대한 경제적 영향을 실증적으로 분석한다. 이중차분 분석틀을 적용한 회귀식에 대한 추정결과는 내포신도시의 조성이 인근 지역에 긍정적인 경제적 영향을 미쳤음을 제시한다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 지반공학 공동 학술발표회
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• pp.550-555
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• 2005

In vicinity of Seoul, there has been water service tunnel that classified into 1st grade facility by special act for the safety control of public structures and with providing capacity equals to $1,543{\times}10^3$(ton/day) and inner pressure equals to $2.5-3.5kg/cm^2$. In this research, site investigation and stability analysis for water tunnel caused by new construction of road tunnel were carried out. the ground near water tunnel were zoned into spatial area having similar geotechnical characteristics and estimating geotechnical properties for each area. The site for analysis consists of banded biotite gneiss, biotite schist and granite gneiss with spatial non-homogeneity, and for that reason weathering and fault zone were distributed with large scale. It's important thing to consider spatial ground zone and their geotechnical properties properly into stability analysis at design and construction stage. Also, using results of site investigation, stability of existing tunnel have been analyzed for Hydraulic Fracture/Jacking and deformation in detail.

• 환경영향평가
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• 제14권3호
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• pp.135-145
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• 2005

This study was conducted to investigate the characteristics of meteorological environment variation before and after construction of Nak-dong river estuary barrage. We used meteorological data(air temperature, precipitation, relative humidity, visibility, wind) at Gimhae airport meteorological station. The construction of river estuary barrage can change climate at the neighboring districts and influence human's health and vegetable. The construction of Nakdong river estuary barrage brought rise of temperature, decrease of relative humidity and increase of poor visibility frequency.

• 한국건설순환자원학회논문집
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• 제9권4호
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• pp.405-412
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• 2021

본 연구는 건설폐기물 중간처리 사업장에서 발생하는 미세먼지의 환경영향을 조사하여, 향후 예상되는 정부의 강화된 환경규제에 공학적 자료 및 미세먼지 발생 억제 방안 제시를 목적으로 한다. 연구 결론은 다음과 같다. 1) 사업장 내의 미세먼지 농도측정 결과, 파분쇄 작업이 이루어지는 지점에서 최대치인 160㎍/m³가 측정되었으며, 폐기물 하적되는 지점이 두 번째로 높게 나타나, 향후 집중적인 발생 억제 방안의 적용이 필요하다. 2) 사업장 내 젖은 도로 상태는 113㎍/m³, 건조된 상태 때는 50㎍/m³의 미세먼지 농도가 측정되어, 살수만으로도 미세먼지를 50% 정도는 감소시키는 것으로 나타났다. 3) 이격에 따른 영향을 분석한 결과, 작업장 가동 중의 PM10은 사업장에서 인근 지역과 비교하여 약 25㎍/m³ 높게 측정되었으며, PM2.5의 경우는 인근 지역과 뚜렷한 차이가 없는 것으로 나타났다. 4) 중금속 함유량을 측정한 결과는 인근 지역에 영향을 주지 않는 것으로 나타났다.

• 환경영향평가
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• 제16권3호
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• pp.195-206
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• 2007

The purpose of this research is to seek solutions in reducing shadow effects of construction projects on neighboring areas and as its result, we have yielded methods as below to mitigate shadow effects. To eliminate shadow effects fundamentally, revising building layouts to eliminate shadow effects by obtain construction site as much as two point two times of its height. But it will cause multiple problems such as economic inefficiency due to lack of construction sites as well as small sites that are often located in zones that are mixed with highly dense commercial and residential areas along with plan more parks on northern part of the construction site. Therefore, it is recommended to proceed Environmental affect evaluation for shadow effects and gain its residents permission prior to construction or revising building layout. In the other hand, the sunlight collector, which is one of the newly developed recycled energy, has been proven to improve illumination expected to become a reliable solution when dealing with shadow issue in and around high density residential areas.

• 한국건축시공학회지
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• 제2권2호
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• pp.165-172
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• 2002

A reinforced concrete building neighboring in Pusan or Ulsan where is directly exposed to salt water contrasting with other in land areas contains much salt content percolated from the outside that the high salt content percolates and diffuses through the inside of reinforced concrete; therefore, an immovable tunic surrounding it begins to be destroyed and eroded with high speed. At the time, the cross-sectional area and volume expansion of re-bar reinforcing result in being cracks make a rapid progress gradually until they appear in the surface of the one, the phenomenon such as being a thin layer or falling off the part of it causes a lowering of its durability and might collapse the concrete construction. So far, we've investigated into salt content of reinforced concrete constructions neighboring in a seaside district and damage by carbonation, and we came to a conclusion as follows: $\circled1$ Under the oceanic circumstance a concrete construction is influenced by sea water directly that contains much amount of salt content contrasting with other constructions on inland areas. $\circled2$ Because of chloride penetration the carbonation of reinforced concrete made a rapid progress until more than the covering thickness of re-bar. $\circled3$ An old reinforced concrete building which has been piled up salt injury and proceeding the carbonation of its cross-sectional area. $\circled4$ According to rapidly cracking from the inside to surface of reiforced concrete, the phenomenon of being a thin layer or falling off the part of reinforced concrete results in a lowering of durability and shortening the life-time of concrete construction itself.

• 한국경제지리학회지
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• 제22권4호
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• pp.576-591
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• 2019

본 연구는 경기 이남의 역세권과 구도심에 위치한 '롯데몰 수원점'을 사례로 위계선형-이중차분법을 활용하여 거리 접근성이 권선구 내 주변 아파트가격에 미친 효과를 분석한다. 이에 대한 분석 결과는 다음과 같다. 첫째, 공사 이전에는 거리 접근성 효과가 U자형을 보여주고 있다. 이는 수원역 주변의 소음과 교통 혼잡 등에 따른 부정적 외부효과가 권선구 내 주변 아파트가격에 부정적인 영향을 미쳤다는 것을 시사한다. 둘째, 공사 기간과 개점 이후 등 상이한 시점에 따른 거리 접근성 효과는 후자에서만 통계적으로 유의하며 개점 이전과는 달리 역 U자형을 나타내고 있다. 이는 개점 이후에는 복합쇼핑몰과 근거리 구간에서는 그것이 여가·편의공간으로 인식되는 외부효과가 권선구내 주변 아파트가격에 긍정적인 영향을 미치고 있다는 것을 의미한다. 셋째, 거리 접근성 효과는 약 1.6-1.7km 내외에서 변곡점을 이루고 있다. 공사 이전에는 U자형의 거리조락 현상을, 반면에 개점 이후에는 역 U자형의 패턴을 보여주고 있다. 후자는 복합쇼핑몰과 매우 인접한 권선구 내 아파트들이 상대적으로 적은 정(+)의 외부효과를 향유한다는 것, 즉 이들은 소음과 교통 혼잡의 부정적인 외부효과에 일정 정도 노출되어 있지만 거리가 어느 정도 떨어진 권선구내 아파트들은 이러한 정(+)의 외부효과를 극대화하고 있다는 것을 함의한다. 이러한 분석 결과들은 전체적으로 복합쇼핑몰에 대한 거리 접근성 효과가 입지별로 차별적이라는 것을 시사한다.

• Computers and Concrete
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• 제8권2호
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• pp.163-176
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• 2011

By virtue of chord-length density function from the field of statistical physics, this paper introduced a quantitative approach to estimate the distribution of cement paste thickness between aggregates in concrete. Dynamics mixing method based on molecular dynamics was employed to generate one model structure, then image analysis algorithm was used to obtain the distribution of thickness of cement paste in model structure for the purpose of verification. By comparison of probability density curves and cumulative probability curves of the cement paste thickness among neighboring aggregates, it is found that the theoretical results are consistent with the simulation. Furthermore, for the model mortar and concrete mixtures with practical volume fraction of Fuller-type aggregate, this analytical formula was employed to predict the influence of aggregate volume fraction and aggregate fineness. And evolution of its mean values were also investigated with the variation of volume fraction of aggregate as well as the fineness of aggregates in model mortars and concretes.

• Earthquakes and Structures
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• 제17권1호
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• pp.17-29
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• 2019

The present study aims to present a comprehensive understanding of the performance of neighboring multi-story buildings with different dynamic characteristics under blast loads. Two different scenarios are simulated in terms of explosion locations with respect to both buildings. To investigate the effect of interaction between the neighboring buildings in terms of the induced responses, the separation gap is set to be sufficiently small to ensure collisions between stories. An adequately large separation gap is set between the buildings to explore responses without collisions under the applied blast loads. Several blast loads with different peak pressure intensities are employed to perform the dynamic analysis. The finite-element toolbox Computer Aided Learning of the Finite-Element Method (CALFEM) is used to develop a MATLAB code to perform the simulation analysis. The dynamic responses obtained in the scenarios considered herein are presented comparatively. It is found that the obtained stories' responses are governed mainly by the location and intensity of the applied blast loads, separation distances, and flexibility of the attacked structures. Moreover, explosions near a light and flexible building may lead to a significant decrease in blast resistance because explosions severely influence the dynamic responses of the building's stories.