• 한국지구과학회지
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• 제23권1호
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• pp.87-96
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• 2002

Aeromagnetic and gravity data were analyzed to delineate the subsurface structure of the Yeongdong basin and its related fault movement in the Okcheon fold belt. The aeromagnetic data of the total intensity (KIGAM, 1983) were reduced to the pole and three dimensional inverse modeling, which considers topography of the survey area in the modeling process, were carried out. The apparent susceptibility map obtained by three dimensional magnetic inversion, as well as the observed aeromagnetic anomaly itself, show clearly the gross structural trend of the Yeongdong basin in the direction on between $N30^{\circ}E$ and $N45^{\circ}E$. Gravity survey was carried out along the profile, of which the length is about 18.2 km across the basin. Maximum relative Bouguer anomaly is about 7 mgals. Both forward and inverse modeling were also carried out for gravity analysis. The magnetic and gravity results show that the Yeongdong basin is developed by the force which had created the NE-SW trending the magnetic anomalies. The susceptibility contrast around Yeongdong fault is apparent, and the southeastern boundary of the basin is clearly defined. The basement depth of the basin appears to be about 1.1 km beneath the sea level, and the width of the basin is estimated to be 7 km based on the simultaneous analysis of gravity and magnetic profiles. There exists an unconformity between the sedimentary rocks and the gneiss at the southeastern boundary, which is the Yeongdong fault, and granodiorite is intruded at the northwestern boundary of the basin. Our results of gravity and magnetic data analysis support that the Yeongdong basin is a pull-apart basin formed by the left-stepping sinistral strike-slip fault, which formed the Okcheon fold belt.

• 자원환경지질
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• 제18권4호
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• pp.321-329
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• 1985

The gravity measurement has been conducted at 113 stations with an interval of about 1km along the national road of about 120km running from Busangdong to Pohang through Waekwan, Daegu, Youngchun and Aankang. The subsurface geology and structure along the survey line is interpreted from Bouguer anomaly by applying Fourier method and Talwani method for two dimensional body. The mean depth of Moho discontinuity is 31.4km, and the depth decreases very slowly from inner continent toward east coast. The depth of Conrad discontinuity increases from 11km at the east coastal area to 17km at the inner continental area, and especially increases rapidly in the area between Waekwan to Busangdong. The depth of basement of Kyoungsang Basin inereases from near Waekwan toward Daegu upto about 4. 8km, and increases rapidly to reach the maximum depth of about 8.5km at 8km east of Daegu. But it starts to decrease from the place of 10km west of Youngchun, and is about 7.2km at Youngchun and about 6km at 6km east of Youngchun. The depth starts to increase smoothly beyond this point, and is 7km at 15km east of Youngchun. From this point, the depth starts to decrease again, and is about 3.8km at Ankang. The depth of basement of Pohang Basin is 500m at Pohang and about 650m at 5km west of Pohang. A massive granite body which is considered to be a part of Palgongsan Granite exposed at the depth of 1. 5km at 9km west of Youngchun. Another massive granite body is situated underneath the Pohang Basin at depth of 1.5 to 2km, and sedimentary rocks of Kyoungsang Group and volcanic rocks are distributed between Pohang Basin and this granite body. Finally, Yangsan Fault is identified at about 2.5km east of Ankang.

• 자원환경지질
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• 제20권3호
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• pp.203-209
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• 1987

The gravity measurement has been conducted at 69 points with an interval of about 1km along the national road between Masan and Busan through Kimhae to study on the subsurface geology and structure of Kyongsang basin. The Bouguer gravity anomalies were obtained from the observed gravity values, and interpreted by means of the Fourier-series method and Talwani method for 2-dimensional body. The depth of Conrad discontinuity is about 14.8km at the west end of survey line, and increases smoothly to about 13.6km at the east end. But it is uplifted by about 500m between Yangsan and Dongnae faults. The depth of the basement of Kyongsang basin is about 4.8km at the west end. It decreases gradually passing Masan, and reaches the maximum depth of 5.6km at the 15km east of Masan. Hereafter, it starts to increase to 4.3km at the east end. It is also uplifted by about 500m between Yangsan and Dongnae faults. The Bulgugsa granites which cause two low Bouguer gravity anomaly zones are distributed in the vicinity of Masan at depth of about 3.5km and Kimhae area at depth of about 5.3km. Diorite, granodiorite, aplite, and felsite are distributed with various depth of about 1~1.7km, and Jusasan andesitic rocks, except porphyritic one located at the west of Kimhae, are distributed with depth of about 1km. Three fracture zones associated with faults are located at the places where v-shaped Bouguer gravity anomalies are appeared.

• 한국지하수토양환경학회지:지하수토양환경
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• 제27권spc호
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• pp.19-33
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• 2022

When subsurface is polluted, contaminants tend to migrate through groundwater flow path. The groundwater flow path is highly dependent upon underground geological structures in the contaminated area. Geophysical survey is an useful tool to identify subsurface geological structure. In addition, geophysical logging in a borehole precisely provides detailed information about geological characteristics in vicinity of the borehole, including fractures, lithology, and groundwater level. In this work, surface seismic refraction and electrical resistivity surveys were conducted in a test site located in Namyangju city, South Korea, along with well logging tests in five boreholes installed in the site. Geophysical data and well logging data were collected and processed to construct an 3D geological map in the site.

• 한국지반공학회논문집
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• 제25권4호
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• pp.5-17
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• 2009

HWAW 기법은 시간-주파수 해석을 통해 신호/잡음비가 최대가 되는 부분을 이용하여 실험 분산곡선을 획득하고 full wavefield를 고려하는 정모델링 기법을 통해 역산을 수행한다. 따라서 다른 표면파 기법에 비해 짧은 측선 설정이 가능하며 2차원 전단파 속도 분포를 도출하기에 유리하다. 수평층 가정이 성립되지 않는 지반에서의 HWAW 기법 적용성을 평가하기 위해서 수치해석 검증 연구를 수행하였다. HWAW 기법을 통해 각 거 리별로 획득한 실험 분산곡선들은 전반적으로 full wavefield를 고려한 이론 분산곡선과 유사한 형태를 보이는 것을 확인할 수 있었다. 경사면 반사파에 의한 분산곡선의 왜곡현상은 적절한 감지기 간격 조절을 통해 줄여줄 수 있음을 확인할 수 있었다. 도출된 실험 분산곡선은 가진 원으로부터 감지기까지의 영역보다는 감지기 사이 영역에 주되게 영향을 받는 것으로 나타났다. 이로써 HWAW 기법으로 합리적인 전단파 속도 분포의 도출이 가능한 것으로 판단되었으며 고찰한 결과를 바탕으로 실제 현장에서 지반 영상화를 시도하였다.

• 한국수자원학회논문집
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• 제43권4호
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• pp.383-391
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• 2010

본 연구에서는 SWAT 모형과 HELP 모형을 이용하여 보청천 유역의 지하수 함양량을 산정하였다. SWAT 모형은 지표수 및 지하수 성분을 모두 고려할 수 있는 물순환 모형이지만, 토양층에 대한 침루과정의 물리적 해석이 미흡하다. 반면에 HELP 모형은 중간유출 및 지하수 유출성분을 모의하지 못하지만, 토양층에서의 비포화흐름을 고려하여 침루과정을 해석할 수 있다. 국내유역에서 함양량 산정을 위해 SWAT 모형은 여러 유역에서 성공적으로 적용되어 왔지만, HELP 모형의 국내유역에 대한 적용은 매우 미흡하였다. HELP 모형의 적용을 위하여 중간유출계수를 제안하였고, 수정된 지수형감쇠 가중함수를 이용하여 지하수 함양량을 산정하였다. HELP 모형의 함양량은 중간유출계수 값에 따라서 많은 차이를 나타내었다. 중간유출계수 값이 0.6인 경우에 HELP 모형과 SWAT 모형사이의 함양량 오차가 가장 작았으며 일, 월, 연단위 등 다양한 시간규모에 대하여 두 모형사이의 함양량은 비교적 잘 일치하였다. HELP 모형은 SWAT모형에 비하여 모형구조가 비교적 간단하고 입력변수가 적게 요구되므로 지하수 함양량 산정에 유용하게 적용될 수 있으며, SWAT 모형과 HELP 모형을 병행하여 적용하면 지하수 함양량 산정의 신뢰도가 향상될 것으로 판단된다.

• 한국지구과학회지
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• 제21권6호
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• pp.675-682
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• 2000

금강하구 부근의 연약지반에서 획득한 탄성파 자료(25개 shot gather)를 역산하여 2차원 S파 속도구조를 구하였다. 탐사측선위에 위치한 2개 시추홀에서 지질조사를 실시하고 표준관입시험을 실시하였다. 2차원 S파 속도구조는 대상지역의 지층이 두께 1${\sim}$3m의 상부층(S파 속도 200${\sim}$700m/sec), 두께 5${\sim}$8m의 중간 저속도층(S파 속도 100m/sec${\sim}$400m/sec)과 그 아래 S파 속도 1000m/sec 이상의 하부층으로 이루어져 있음을 보인다. 저속도층은 탐사측선의 한쪽 끝에서 다른 쪽 끝으로 가면서 그 두께가 얇아지고, 기반암의 깊이도 얕아진다. S파 속도구조와 지층의 지질, 표준관입시험 값을 검토한 결과, 저속도층은 clay층과 밀접한 관련이 있는 것으로 사료된다. 이에 비해 Standard Penetrarion Test 값은 지층의 성분과는 연관성을 보이지 않고, 깊이에 따라 증가하는 것으로 나타난다. 이 연구는 표면파 역산이 연약지반의 S파 속도구조를 밝히는 데 효과적으로 사용될 수 있음을 보여준다. 또한 표면파 역산 방법은 연약지반에 흔히 존재하는 지표에 가까운 지하수면, 또는 저속도 층으로 인한 굴절파 탐사방법의 한계를 극복할 수 있는 방법을 제공한다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 봄 학술발표회 논문집
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• pp.833-840
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• 2003

The stability of structure, effectiveness of design and construction are very important factors in soil-structure design. The design-parameter is based on the test through laboratory-test and field-test. There are two ways to obtain the design-parameter. One is to through test, and the other is through relative documents and references. Recently, statistics has been used to get reliable data. In this study, Kriging method as Geostatistics and the theory of Bayesian's inference are used and the design-parameters are obtained. As the result of this study to the design-parameter is reliable and information about soil condition and soil properties in design and construction is easily found.

• Earthquakes and Structures
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• 제10권4호
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• pp.965-988
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• 2016

This paper investigates the seismic behavior of reinforced concrete shear wall buildings with multiple underground stories. A base-case where the buildings are modeled with a fixed condition at ground level is adopted, and then the number of basements is incrementally increased to evaluate changes in performance. Two subsurface site conditions, corresponding to very dense sands and medium dense sands, are used for the analysis. In addition, three ground shaking levels are used in the study. Results of the study indicated that while the common design practice of cropping the structure at the ground surface leads to conservative estimation of the base shear for taller and less rigid structures; it results in unpredicted and nonconservative trends for shorter and stiffer structures.

• 한국지구물리탐사학회:학술대회논문집
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• 한국지구물리탐사학회 2007년도 공동학술대회 논문집
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• pp.113-117
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• 2007

Sub-salt imaging is an unsolved hot issue in subsurface imaging area. We tested several important properties in imaging sub-salt structures to provide a clue to this problem. Reverse time migration using velocity models obtained by waveform inversion produced better results than that of stacking velocity analysis. Sub-salt imaging results were highly dependent on the size and shape of a salt structure. The results were not clear when the velocity of a salt structure is significantly higher than that of adjacent layers.