• Nuclear Engineering and Technology
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• 제27권4호
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• pp.532-543
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• 1995

의사콜로이드에 의해 매개된 균열 암반 매질에서의 방사성 핵종의 이동 거동을 분석하고 예측하기 위한 이동모델이 개발되었다. 명목적인 의사콜로이드 형성 상수인 $K_{ap}$ (㎥/kg)값이 100보다 클 때 방사성 핵종의 이동에 매우 큰 영향을 미치는 것으로 나타났다. 계산결과에 의하면 Pu-239의 의사콜로이드형성 상수가 Ni-63보다 크기 때문에 Pu-239의 이동이 Ni-63보다 빠른 것으로 나타났다 따라서 결론적으로 균열 암반에서의 방사성 핵종의 가속화는 방사성 핵종과 자연성 참콜로이드와의 의사콜로이드 형성에 따른 용액에서의 유동성 성분의 증가와 방사성 핵종들의 정지된 고체매질로의 흡착양 감소에 기인함을 알 수 있다.

• 터널과지하공간
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• 제8권4호
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• pp.296-306
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• 1998

바쿤 수력발전 공사계획은 대형댐과 2,520 MW 출력량의 수력발전소를 건설하는 대형 턴키 프로젝트이며 현재는 발전댐 건설에 앞서 3개의 가베수 터널이 시공중에 있다. 바쿤 지역은 유기물 함량이 높아 쉽게 부서지는 퇴적지층으로 이러한 열대우림지역에서 가배수로 터널의 지보설계를 위해 전체적인 암층단위를 공학적인 목적과 역학적 거동양상을 토대로 주도적인 암종에 따라 분류하였다. 또한 이러한 암층단위를 기준으로 풍화정도와 절리의 빈도 및 특성을 고려하여 다시 4개의 암반유형으로 분류하였고 또한 가배수로 터널의 특성과 현재의 지반특성과 현재의 지반특성을 고려하여 지반내 swelling 광물의 존재를 확인하였다. 다양한 암반과 지보조건에 적합한 다양한 Swellex 록볼트를 적용하였으며 지지력이 낮은 록볼트를 사용할 대 발생되는 문제는 볼트의 면적에 따른 록볼트의 양을 조절하여 해결하였다. 또한 계측결과와 전산해석 결과에 따라 지보재의 설치간격, 수량을 조절하였으며, 계측결과에 따른 역해석을 실시하여 최적의 지보패턴을 결정하였다.

• 한국지구과학회지
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• 제23권1호
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• pp.97-104
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• 2002

Mulgeum, Yangseong, Maeri and Kimhae iron ore deposits in Gyeongnam Province are hydrothermal skarn type magnetite ore deposits in propylitized andesitic rock near the contact with Cretaceous Masanite. Symmetrical zoned skarns are commonly developed around the magnetite veins. The skarn zones away from the vein are quartz-garnet skarn, epidote skarn and epidote-orthoclase skarn. Oxygen isotope analyses of coexisting minerals from andesitic rock, Masanite and major skarn zones, and of magnetite, hematite and quartz were conducted to provide the information on the formation temperature, the origin and the evolution of the hydrothermal solution forming the iron ore deposits. Becoming more distant from the ore vein, temperatures of skarn zones represent the decreasing tendency, but most ${\delta}^{18}O$ and ${\delta}^{18}O_{H2O}$ values of skarn minerals represent no variation trend, and also the values are relatively low. Judging from all the isotopic data from the ore deposits, the major source of hydrothermal solution altering the skarn zones and precipitating the ore bodies was magmatic water derived from the deep seated Masanite. This high temperature hydrothermal solution rising through the fissures of propylitized andesitic rock was mixed with some meteoric water, and occurred the extensive isotopic exchange with the propylitized andesitic rock, and formed the skarns. During these processes, the temperature and ${\delta}^{18}O_{H2O}$ value of hydrothermal solution were lowered gradually. At the main stage of iron ore precipitation, because all the alteration was already finished, the new rising hydrothermal solution formed only the magnetite ore without oxygen isotopic exchange with the wall rock.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 지반공학 공동 학술발표회
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• pp.285-289
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• 2005

The Cenozoic Era consists of two period , the Tertiary and the Quaternary Period. Weak rock types may include areas containing: 1) poorly cemented or uncemented sediments, 2) highly weathered rock, or 3) fault lines. Especially this paper deal with poorly cemented or uncemented sedimentary rocks in slope. Mechanical weathering is caused by physical processes such as absorption and release of water, and changes in temperature and stress at or near the exposed rock surface. It results in the opening of discontinuities, the formation of new discontinuities by rock fracture, the opening of grain boundaries, and the fracture or cleavage of individual mineral grains. Decomposition causes some silicate minerals such as feldspars to change to clay minerals. There was a strong negative correlation between water absorption and important engineering properties such as strength and durability.

• Interaction and multiscale mechanics
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• 제4권1호
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• pp.49-64
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• 2011

A methodology for jointed rock mass characterization starts with a research based on geological data and tests in order to define the geotechnical models used to support the decision about location, orientation and shape of cavities. Afterwards a more detailed characterization of the rock mass is performed allowing the update of the geomechanical parameters defined in the previous stage. The observed results can be also used to re-evaluate the geotechnical model using inverse methodologies. Cases of large underground structures modeling are presented. The first case concerns the modeling of cavities in volcanic formations. Then, an application to a large station from the Metro do Porto project developed in heterogeneous granite formations is also presented. Finally, the last case concerns the modeling of large cavities for a hydroelectric powerhouse complex. The finite element method and finite difference method software used is acquired from Rocscience and ITASCA, respectively.

• 터널과지하공간
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• 제26권4호
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• pp.304-315
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• 2016

본 연구에서는 포항 도움산 지역 내 시험공 3개소의 심도 75 m~716 m 구간에서 획득된 원위치 암반 초기응력 측정 자료를 바탕으로 포항분지 제3기 지층 내에 형성되어 있는 수평응력 분포 특성을 분석하였다. 수압파쇄법에 의한 대심도 초기응력 측정 결과, 조사 지역의 수평응력 성분 크기는 국내 여러 지역 자료에 대한 선형 회귀분석으로부터 계산된 평균값에 비해 매우 낮은 범위의 값을 나타내었다. 그러나 시추공 스캐닝 조사에서 분포 암종의 낮은 강도 특성에 의해 유발된 다양한 규모의 시추공 파괴 현상들이 다수 확인되었다. 최대 수평응력의 방향성에 대한 보다 정확하고 폭넓은 정보를 도출하기 위해 수압파쇄시험과 시추공 스캐닝 자료에 대한 통합 분석을 추가적으로 수행하였다. 분석 결과, 상부 퇴적암층과 하부 화산암층에서 최대 수평응력 작용 방향은 각각 진북 기준 $80^{\circ}{\sim}100^{\circ}$ (N80E~N80W)와 $120^{\circ}{\sim}140^{\circ}$ (N60W~N40W) 방위각에서 우세한 방향성을 나타내었다. 이러한 연구 결과로부터 심도 증가로 지층이 변화함에 따라 최대 수평응력 방향이 시계 방향으로 회전하는 경향성을 확인할 수 있었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.652-661
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• 2006

The cut slopes in Jinju area constitute the Cretaceous Sedimentary rock which is one of the most poor ground conditions. The geological rocks of the cut slopes are correlated with Jinju Formation. Most of the rocks consist of Black Shale layer, but the lower parts consist of Alkorsic White Sandstone. So, It is characteristic of the differential weathering due to the difference of rock species. Moreover, vertical joints which concentrate on the released rock and weak rock fragments are accompanied with minor faults. We make out face mapping about each slopes through the detailed field-study and deduce RMR and SMR from the field data. The strength properties of rocks were obtained from references, indoor tests, and Back Analysis method. And, choosing properties were used in the stability analysis as stereographic projection and limit equilibrium analysis and we establish the countermeasures for the cut slopes.

• 터널과지하공간
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• 제21권6호
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• pp.407-426
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• 2011

본 기술보고서는 베이징에서 개최된 2011 국제암반역학회 학술회의에서 Brown 교수가 직접 발표한 논문을 소개한 것이다. 이는 ISRM의 창립 50주년을 기념하여 강연된 내용으로 암석역학이 독창적인 공학기술이며 과학적인 학문분야로 출현하게 된 배경을 소개하였다. 또한 1962년 ISRM이 설립될 당시의 배경과 형성과정, 학회가 50년 동안에 이룩한 성과와 업적, 그리고 암석역학 및 암반공학의 발전상을 포괄적으로 살펴보았다.

• Earthquakes and Structures
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• 제26권5호
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• pp.327-336
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• 2024

Evaluation of tunnel performance in seismic-prone areas demands efficient means of estimating performance at different hazard levels. The present study introduces an innovative push-over analysis approach which employs the standard earthquake spectrum to simulate the performance of a tunnel. The numerical simulation has taken into account the lining and surrounding rock to calculate the rock-tunnel interaction subjected to a static push-over displacement regime. Elastic perfectly plastic models for the lining and hardening strain rock medium were used to portray the development of plastic hinges, nonlinear deformation, and performance of the tunnel structure. Separately using a computational algorithm, the non-linear response spectrum was approximated from the average shear strain of the rock model. A NATM tunnel in Turkey was chosen for parametric study. A seismic performance curve and two performance thresholds are introduced that are based on the proposed nonlinear seismic static loading approach and the formation of plastic hinges. The tunnel model was also subjected to a harmonic excitation with a smooth response spectrum and different amplitudes in the fully-dynamic phase to assess the accuracy of the approach. The parametric study investigated the effects of the lining stiffness and capacity and soil stiffness on the seismic performance of the tunnel.

• 헤리티지:역사와 과학
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• 제34권
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• pp.60-79
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• 2001

We can infer from collections of prose in Cho-sun period that the main period is from King Se-jong's reign to King Yoeng-jo's or between the 15th and the 17th century. The ideological background and the dignity of the rock garden is derived from Taoist hermitism and Nitze and Jeng-je's quietism. The representation of the rock garden as tri-god mountain comprising Bong-lai, Bang-jang and Young-ju is based on the tradition of making the tripartite rock garden in a pond practiced in the three north-eastern countries, Korea, China and Japan. And it's the representation of quietistic world of eternal life that had been sought by the taoism. Making a pond in which they plant lotus and made rock garden. they enjoyed watching immaculately pure lotus flower bloom even in the mud. It is compared to the confucians' seeking for virtue even in the profane or defiled world. Another motive of intellectuals to make rock gardens is their love of nature and its landscapes and their preference of recluse and temperate life to attaching to high public office, which was the tendency of the learned, established by the influence of taoist and quietist tradition. The essays portray the fountain water, ponds, waterfalls. the hilltops, the mountain pass over the ridge. winded lanes, valleys, caverns, and other architectural elements. The technic of building rock gardens includes those of harmonizing each elements of landscapes in the water, that of irrigation, building formation, and those of piling up the mountains and hills. With some comments on planting trees, grass and flowers. The original location of rock garden, esp. in case of taoist Chae-su's rock garden with waterfalls, is Ian-ri, Ian-myon in the city Sang-ju. Since no relics of rock gardens are to be found in any examples of Korea's traditional gardening, the study of rock gardening by analyzing the prose collections of Cho-sun period can be significant for the study of designing water space that has been considered the center of a garden space.