• 토지주택연구
• /
• 제6권1호
• /
• pp.31-39
• /
• 2015

공동주택 아파트의 조경공간이 변화하고 있다. 지하주차장 조성 면적이 증가하면서 자연지반 면적이 감소되었다. 그 결과 단지 대부분의 조경공간이 인공지반으로 전환되고 있다. 이에 본 연구는 공동주택 식재공간의 현재 토양품질 실태를 분석하여 단지 내 조경공간의 토양품질 관리를 위한 시사점 제시를 목적으로 한다. 이를 위해 토양반입형태가 상이한 3개 사업지구 대상으로 총 17개의 물리성 및 화학성 항목을 조사하여 현 토양품질수준을 진단하였다. 그리고 통계분석(T-test 검증)을 수행하여 지반특성별과 공정주체별 토양 품질의 유의성을 검토하였다. 그 결과, 대규모 지하통합주차장을 갖는 공동주택 단지의 토양수준은 인공토양 식재기준과 비교하여 낮은 것으로 분석되었다. 특히, 가시적 판단이 용이한 물리성은 양호하나 화학성 품질개선이 필요한 것으로 나타났다. 또한 공동주택 지반특성별 토양 품질과 담당공종별 토양 품질의 차이는 없는 것으로 분석되었다(유의수준 5%). 일반적으로 인공지반보다 자연지반의 식재환경이 양호하다는 인식이지만 실제 분석결과 토양품질에 있어서는 자연지반의 토양이 인공지반 토양 품질수준과 동일한 것으로 나타나, 자연지반 토양에 대한 관리기준 도입의 필요성을 제시하였다. 그리고 공종별 담당부서가 상이함에도 불구하고 동일한 수준의 토양이 반입되고 있는 점은 바람직하나 그 토양수준이 상대적으로 낮은 것으로 나타나 품질제고를 위한 관리강화가 필요한 것으로 나타났다.

• 한국환경복원기술학회지
• /
• 제25권3호
• /
• pp.63-82
• /
• 2022

The purpose of this study is to compare growth condition of landscape woody plants growing on the different ground structures in apartment complex. I chose Manseok Beach Town Complex 2, in Manseok-dong, Seo-gu, Incheon which has both natural and artificial ground as a subject site. Analysis of three phases of soil showed that artificial ground had average liquid phase of 30.89%, artificial ground mounding 33.88% and natural ground 24.40%. It means that artificial ground has higher water content than natural ground despite having same earthiness. It is believed that artificial ground is not as well drained as natural ground even though it is connected to the natural ground and has a deep soil depth because of mounding. Comparative study between woody plants on natural ground and those on artificial ground demonstrated that trees on natural ground grew 40.4% compared to those on artificial ground(0.875mm more) in terms of diameter growth. Average diameter growth of trees on natural ground was 3.040mm against 2.165mm for those on artificial ground. All 19 tree species which were measured for root diameter growth showed similar or higher growth on natural ground than on artificial ground. When it comes to growth of height, arborvitae showed highest growth on natural ground, followed by Thuja occidentalis, Pinus strobus, Magnolia denudata, Diospyros kaki and Aesculus turbinata. I measured branch growth and rate of leaf adherence of Pinus strobus. Average annual rate of branch growth of woody plants on natural ground was twice as high as those on artificial ground. I could conclude that ground structure influences branch growth of Pinus strobus. Statistics analysis of tree damage demonstrated significant result, meaning that there is a difference in the average damage rate depending on structure of ground. In order to validate growth difference by planting ground, I conducted T-Test of growth of diameter, root diameter, branch and height on woody plants growing on natural and artificial ground. As a result, it is believed that there is a difference in the growth of trees depending on the ground structure. Putting all these results together demonstrates that woody plants on natural ground generally grow better than those on artificial ground, which means ground structure does have an influence on the environment of growth of trees.

• 한국지하수토양환경학회:학술대회논문집
• /
• 한국지하수토양환경학회 2003년도 International Symposium
• /
• pp.70-86
• /
• 2003

Despite its usability, TCE has been managed as a hazardous material due to the toxicity and many contamination cases were surveyed in some developed countries. U.S.EPA(Kram et al., 2001) suggested DNAPL characterization methods and approaches based on survey experiences at several sites. However, Korea has not the least assessment of contamination and trial of remediation, although there are a lot of doubtable areas where ground water would be contaminated with TCE. In this study, we try to assess the volume and extent of ground water contamination with TCE and delineate the contamination source zones in an industrial area. Ground water in this area flows through fractures and the contaminant TCE has the properties of high volatility, high density and low partitioning to soil material. Thus, we applied a variety of technical approaches to identify the contamination status; documentary, hydrogeochemical, hydrogeological and geological surveys. In addition, additional survey was performed based on the interim findings, which showed that ground water contamination was limited to the relatively small area with high concentrations to the deep place. The contamination source zone is estimated to be the asphalt test institute where a great deal of TCE has been used to analyze the amount of asphalt soluble in TCE since 1984. Based on the contamination characterization and a myriad of documents about ground water remediation, appropriate site remediation management options will be recommended later. This study is now under way and this paper was focused on describing the technical approaches used to achieve the goals of this study.

• 한국소음진동공학회논문집
• /
• 제25권4호
• /
• pp.275-283
• /
• 2015

The aim of this study is to estimate the noise exposure of roadside apartment complex according to the characteristics of apartment complex. The facade noise level of residential buildings and the ground noise level inside apartment complexes were predicted and analyzed using noise mapping based on a computerized noise model. In addition, the correlation analysis between these noise levels and the characteristics of apartment complex such as traffic volume, building coverage, the number of adjacent roads, etc. was done in a total of 21 apartment complexes. The results showed that building facade noise level and ground noise level were positively correlated with traffic volume (correlation coefficient, r=0.616~0.623) and the number of adjacent roads (r=0.340~0.496). On the other hand, they were negatively correlated with building coverage (r=-0.413~-0.477) and complex area per the number of roads (r=-0.478~-0.615).

• 한국수자원학회논문집
• /
• 제37권11호
• /
• pp.939-947
• /
• 2004

해안을 통하여 유출되는 지하수량은 하천 유출량에 비하여 상대적으로 크기는 작으나 해안 지역의 지하수자원의 개발과 연안의 오염과 관련하여 중요성을 가진다. 선행 연구에서는 관측정 수위, 투수계수 등의 간단한 자료만을 가지고 지하수의 해안 유출량을 평가하는 방법을 제시하였다 본 연구에서는 남해안과 서해안과 같이 해안선의 형태가 복잡한 경우에 평균동수경사, 해안선의 폭과 담수층의 평균 두께를 산정하는 방법을 제시하여 지하수 해안유출량 평가의 정확도를 높이는 방법을 제안하였다. 제안된 평가 방법은 경계면모델을 이용한 수치해와 비교하여 평가되었다. 해안선의 복잡성을 고려하지 않은 Darcy의 법칙의 적용에 비하여 정확도가 대폭 개선되었다.

• 항공우주기술
• /
• 제9권1호
• /
• pp.116-124
• /
• 2010

KSLV-I 발사체의 성공적인 발사를 위해서 필요한 발사장(GC, Ground Complex)은 조립장(AC, Assembly Complex)과 발사대(LC, Launch Complex)로 구분되며, 현재 고흥 외나로도 우주센터에 위치하고 있다. 그중 조립장은 KSLV-I 발사체 1단과 상단부의 입고, 총조립, 각종 성능시험, 발사 전 시험 및 준비 점검 등이 이루어지며, 이러한 기술적인 운영을 효율적으로 수행하기 위해 필요한 장비들이 조립장 종합조립동에 설치되어 있다. 이들 운용 장비들은 발사체의 여러 기계장치 그리고 전기, 전자장치와 다각적이고 다양한 형태의 인터페이스를 가지게 되며 발사체의 발사 전 준비점검과정에 있어 최적의 조건과 성능보장을 제공하여야 한다. 본 논문에서는 이러한 운용장비 중에서 발사체의 이동, 조립 및 분해 작업과 시험등을 지원하기 위한 기계지원장비에 대한 개발 요구조건 및 제작 성능시험을 소개하고 있다.

• 한국지진공학회논문집
• /
• 제11권4호
• /
• pp.25-31
• /
• 2007

For areas such as the Korean Peninsula, which have moderate seismic activity but no available records of strong ground motion, synthetic seismograms can be used to evaluate ground motion without waiting for a strong earthquake. Such seismograms represent the estimated ground motions expected from a set of possible earthquake scenarios. Local site effects are especially important in assessing the seismic hazard and possible ground motion scenarios for a specific fault. The earthquake source and rupture dynamics can be described as a two-step process of rupture initiation and front propagation controlled by a frictional sliding mechanism. The seismic wavefield propagates through heterogeneous geological media and finally undergoes near-surface modulations such as amplification or deamplification. This is a complex system in which various scales of physical phenomena are integrated. A unified approach incorporates multi-scale problems of dynamic rupture, radiated wave propagation, and site effects into an all-in-one model using a three-dimensional, fourth-order, staggered-grid, finite-difference method. The method explains strong ground motions as products of complex systems that can be modified according to a variety of fine-scale rupture scenarios and friction models. A series of such deterministic earthquake scenarios can shed light on the kind of damage that would result and where it would be located.

• 대한원격탐사학회지
• /
• 제30권2호
• /
• pp.161-172
• /
• 2014

녹산국가산업단지가 설립된 부산 낙동강 하류는 국내에서 연약지반이 가장 깊이 분포하고 있는 지역 중에 하나이다. 연약지반의 깊이가 깊은 해안 매립지의 경우, 장기간에 걸쳐 상당히 큰 잔류침하가 발생하게 된다. 본 연구는 RADARSAT-1과 Envisat의 다중시기 SAR 영상을 이용한 차분간섭기법과 SBAS 시계열 기법을 통해, 녹산산업국가단지에서 2002년 9월부터 2007년 4월 동안에 발생된 지반침하를 관측하였다. 그 결과 연구지역의 동쪽 중앙, 서쪽 중앙, 서쪽, 해안가와 닿아있는 남단에서 최대 10 cm/yr, 평균 6 cm/yr의 속도로 지반침하가 발생되고 있음을 확인하였다. 또한 RADARSAT-1 SAR 영상을 이용한 평균지표변위도는 2001년부터 2002년까지 침하계로 관측된 현장관측자료와 비교 분석되었다. 시간에 따른 지표변위 양상이 거의 선형에 가깝게 나타나므로, 연구지역의 지반침하가 안정권에 접어들 때까지 지속적인 모니터링이 필요할 것으로 사료된다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2005년도 춘계 학술발표회 논문집
• /
• pp.1055-1060
• /
• 2005

In evaluating the stability of underground structures and designing prevention methods against the lateral flow, it is necessary to predict the amount and the distribution of the lateral earth pressure acting on these retaining structures. However, because the lateral deformation of real ground is a very complex phenomenon influenced by interaction between volumetric deformation bringing an increase of stability of ground and shear deformation causing failure of ground, any appropriate methods for estimating the lateral earth pressure in consideration of the geotechnical properties of ground and the construction conditions in embankment have not been developed as yet. Therefore, a prediction method, which considers effects of a construction speed of embankment, using the Boussinesq's solution based on the elasticity theory without using complex numerical analyses such as finite element analyses is proposed in this research.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2002년도 가을 학술발표회 논문집
• /
• pp.271-278
• /
• 2002

Soft ground has complex features in mechanic character of ground. Some problems about the settlement and transformation occur if the ground strength is comparatively weak and the depth is large. Therefore, we should consider physical and mechanical characters for safe, economical design and management. As the result of the course, we can compare them with those of field then solve the limitations which were came from the complex character of the soft ground. I have considered the soil's physical character (specific gravity of soil particles, moisture content, grain-size analysis etc) and mechanical character (direct shear test, consolidation, triaxial shear test etc), and then make out a linear interpolation by regression using the two, those and connection of the depth