• 한국측량학회지
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• 제40권5호
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• pp.403-412
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• 2022

최근 4차 산업혁명이 본격화되고 차세대 ICT 융합 기술이 개발됨에 따라 건설분야 역시 기술변화에 대응하기 위해 다양한 스마트 건설기술이 건설 단계별로 빠르게 도입되고 있다. 특히, 건설현장의 경우 부지설계를 위한 토공량 산출 공정이 설계비용에 큰 부분을 차지하고 있어 공정의 효율화와 정확한 토공량 산출을 위한 관련 연구가 활발히 진행되고 있다. 본 연구는 건설현장의 지형을 3차원으로 신속하게 구축하고 이를 이용하여 효율적으로 토공량을 산출할 수 있는 방법을 제시하고자 한 것이다. 이를 위해 무인비행체로부터 획득한 대축척의 항공사진을 이용하여 건설현장을 3차원 실사모델로 구축하였다. 이때, 구축한 3차원 실사모델은 체적 산출이 불가한 surface 모델 구조를 가짐에 따라 체적 산출이 가능하도록 3차원의 solid 모델로 구조 변환을 수행하였다. 그리고 변환된 solid 모델을 이용하여 CAD 기반으로 토공량을 산출할 수 있는 방법론을 구상하였다. 정립한 방법론을 적용한 solid 모델로부터 토공량을 자동 산출한 결과, 기존의 현황측량 결과로부터 산출한 토공량과 1.52%의 상대적 편차를 확인할 수 있었다. 추가적으로 방법별 공정 소요시간을 비교분석한 결과 60%의 소요시간 절감을 확인할 수 있었다. 이로부터 본 연구에서 제시한 기법은 토공량 산출을 위한 비용절감은 물론 건설공사 전 공정에서 주기적인 현장의 모니터링 등 스마트 건설관리를 위한 기술로써 활용이 기대된다.

• Earthquakes and Structures
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• 제18권4호
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• pp.423-435
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• 2020

An accurate evaluation of structural damage is essential to performance-based seismic design for the structure across the earth fissure. By comparing the calculation results from three commonly used damage models and the experimental results, a weighted combination method using Chen model was selected in this paper as the seismic damage evaluation. A numerical model considering the soil-structure interaction (SSI) was proposed using ABAQUS software. The model was calibrated by comparing with the experimental results. The results from the analysis indicated that, for the structure across the earth fissure, the existence of earth fissure changed the damage distribution of the structural members. The damage of structural members in the hanging wall was greater than that in the foot wall. Besides, the earth fissure enlarged the damage degree of the structural members at the same location and changed the position of the weak story. Moreover, the damage degree of the structure across the earth fissure was greater than that of the structure without the earth fissure under the same excitation. It is expected that the results from this research would enhance the understanding of the performance-based seismic design for the structure across the earth fissure.

• 한국해양공학회지
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• 제14권1호
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• pp.74-79
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• 2000

The purpose of this paper is to recycle coal ash as structural backfill materials from electric power plants. Two million tons of coal ash are produced annually. The laboratory test was executed for the basic compatibility as substitution for structural backfill materials and the optimal mixture ratio(fly ash : bottom ash) was decided. In addition the model test was performed using medium scale earth pressure model with small size earth pressure cells model box data logger and some other apparatuses. Mixed coal ash and excellent backfill materials(coheisonless soil SW) were compared in the view of lateral earth pressure variation depending on wall displacement. The reduction of earth pressure when coal ash was used as a bockfill material was monitored comparing to that of cohesionless soil. the cost and environmental pollutants by treating coal ash can be reduced through developing the recycling technology.

• 한국농공학회지
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• 제45권6호
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• pp.83-95
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• 2003

In this study, a new concept in a paddy consolidation project is introduced in that curved parallel terracing with contour-lined layout is adopted in sloping areas instead of conventional rectangular terracing. The contoured layout reduces earth-moving considerably compared to rectangular methods in consolidation projects. The objective of the paper is to develop a combinatorial optimization model using the network theory for the design of contour-lined plots which minimizes the volume of earth moving. The results showed that as the length of short side of plot is longer or the land slope is steeper, the volume of earth moving for land leveling increases. The developed optimization model is applied for three consolidated districts and the resulting optimal earth moving is compared with the volume of earth from the conventional method. The shorter is the minimum length of short side of a polt with increases the number of plots, the less is the volume of earth. As the minimum length of short side is 20 m for efficient field works by farm machinery, the volume of earth moving of optimal plot is less by 21.0∼27.1 % than that of the conventional consolidated plots.

• Geomechanics and Engineering
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• 제18권3호
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• pp.247-258
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• 2019

Soil strength and failure surface geometry directly influence magnitudes of passive earth thrust acting on geotechnical retaining structures. Accordingly, it is expected that as long as the shape of the failure surface geometry and strength parameters of the backfill are known, magnitudes of computed passive earth thrusts should be highly accurate. Building on this premise, this study adopts conventional method of slices for calculating passive earth thrust and combines it with equations for estimating failure surface geometries based on in-situ stress state and density. Accuracy of the proposed method is checked using the results obtained from small-scale physical retaining wall model tests. In these model tests, backfill was prepared using either air pluviation or compaction and different backfill relative densities were used in each test. When the calculated passive earth thrust magnitudes were compared with the measured values, it was noticed that the results were highly compatible for the tests with pluviated backfills. On the other hand, calculated thrust magnitudes significantly underestimated the measured thrust magnitudes for those tests with compacted backfills. Based on this observation, a new approach for the calculation of passive earth pressures is developed. The proposed approach calculates the magnitude and considers the influence of locked-in stresses that are the by-products of the backfill preparation method in the computation of lateral earth forces. Finally, recommendations are given for any geotechnical application involving the compaction of granular bodies that are equally applicable to physical modelling studies and field construction problems.

• 대한지구과학교육학회지
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• 제9권1호
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• pp.15-26
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• 2016

The purpose of this study was to develop the student-centered elementary science textbook model and explore the applicability of the school. For this study we conducted a literature survey and analysis of domestic and foreign books, surveys, and then developed a textbook model of student-centered instruction. We have selected the three elementary school, three grades, fifty-seven students to apply the model developed textbooks. Textbook model of Earth was developed as a center of student activity. Applying the results of development of textbooks in the field, students were interested about the student-centered textbooks and they were felt that the development of textbooks were textbook that students can study on their own. Through this research it could confirm that it should be provided feedback to causes of the reflective thinking of students in the textbook for the development of student-centered textbook.

• 한국지구과학회지
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• 제35권7호
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• pp.537-542
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• 2014

GRACE는 2002년 발사된 이래로 지하수, 빙하, 해수면의 변동에 의한 지구의 질량 재배치를 관측해오고 있다. GRACE 관측으로부터 추정된 지구 중력 모델은 기압보정을 거쳐 대기 질량이 제거된 지구 표면과 그 하부의 질량 변화를 나타낸다. 그러나 대기 총 질량은 지표면과 대기 사이의 물 교환에 의해 변한다. 그 결과 GRACE 중력 모델은 구면 조화 함수의 계수 degree 0, order 0 ($C_{00}$)에 해당하는 총 대기 질량 변화에 관련된 중력 스펙트럼을 가져야 한다. 주로 계절적인 시간 척도 안에서 변하는 수증기 때문에 $C_{00}$의 변화(${\delta}C_{00}$)는 특히 해수면의 계절적 변동과 북반구와 남반구 사이의 질량 균형에 매우 중요하다. 이 결과는 ${\delta}C_{00}$가 기후변동과 관련된 대륙 규모의 질량 변화 연구에 꼭 고려되어야 함을 뜻한다.

• 한국농공학회논문집
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• 제47권4호
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• pp.53-61
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• 2005

A series of laboratory tests was carried out fur analyzing of seepage characteristics of two-layers embankment model which consists of gravel and earth fill layers. Gravel layers were built under the earth fill for a half and one-third width of earth fill of the model. Permeability of earth fill was ranged between $5.00\times10^{-5}\~3.00\times10^{-4}\;m/s$.. The tests were performed with hydraulic gradients(i), $0.10\~0.55$. From the test results, hydraulic head of earth fill with gravel layer was 1.6 times higher than that of earth fill without gravel layer. Seepage rate was increased up to $4\~22$ times and safety factor for piping was decreased to $13\~43\;\%$ comparing the earth fill with gravel layer to that without gravel layer. The gravel layer under the earth fill could, in general, give some serious seepage problems to seadike embankment.

• 대한지구과학교육학회지
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• 제10권2호
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• pp.91-103
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• 2017

이 연구는 거꾸로 수업에 기반 한 지구과학수업 모델을 개발하고, 초등 예비 교사의 과학수업에 수업모델을 적용하여 그 효과를 분석하였다. 본 연구에서 개발한 수업모델은 교실수업에서 이루어지는 모든 내용과 정보를 사전에 학생들에게 제공하는 것으로 거꾸로 수업에서의 선행과제를 대체하였다. 교실수업에서 '지식'내용은 교수에 의한 강의식 설명으로 20분 동안 학생들에게 수행되었으며, 그 후 학생들은 지식과 관련된 심화탐구문제를 토론 협력을 통해 모둠별로 해결하였다. 탐구문제 해결 후, 모둠원 중 발표자로 선정된 한 학생이 모든 학생들 앞에서 모둠에서 수행한 결과를 발표하였다. 14차시 수업 중에 나타난 학생들의 학습과정과 사전에 제공된 학습 자료의 포트폴리오는 기말고사를 대처한 한 학기의 과정평가로 교수에 의해 운영되었다. 수업에 참여한 많은 학생들은 본 수업 모델이 수업에 대한 집중력, 그리고 토론기술과 사고능력을 향상시키는데 있어서 매우 긍정적으로 작용한다는 인식을 나타냈다. 결론 적으로 본 수업모델은 지구과학수업에서 적용하는데 매우 유용하다고 볼 수 있다.

• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2003년도 Proceedings of ACRS 2003 ISRS
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• pp.41-43
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• 2003

A radar scattering model is developed based on an empirical rough surface scattering model, the radiative transfer model (RTM), a numerical simulation algorithm of radar scattering from particles, and experimental data obtained by ground-based scatterometers and SAR systems. At first, the scattering matrices of scattering particles such as a leaf, a branch, and a trunk, have been modeled using the physical optics (PO) model and the numerical full-wave analysis. Then, radar scattering from a group of mixed particles has been modeled using the RTM, which leads to a general scattering model for earth surfaces. Finally, the scattering model has been verified with the experimental data obtained by scatterometers and SAR systems.