• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2004년도 춘계학술발표회
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• pp.203-210
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• 2004

Consolidation properties were analysed by means of depositional environments. Depositional environments including geochemical properties, porewater chemistry, sediment structures, particle size distributions and carbon age dating were analysed using undisturbed samples retrieved successively from a boring hole in the study area. Laboratory oedometer tests and anisotropic consolidated triaxial tests(CKoUC) were performed to examine the overconsolidation phenomenons. Based on the carbon age dating results and profiles of geochemical properties, porewater chemistry, salinity and pH, it was founded that the upper silt/clay complex layer was deposited under marine condition while sand and clay layers were deposited under fluvial condition. Planar laminated structures of silts and clays were dominant in marine deposits. Although there was no clear evidences that geological erosion had been occurred in marine deposits, overconsolidation ratio obtained from oedometer tests were greater than unity. Stress paths of samples behaved similar to those of normally consolidated clays. Data plotted in stress state charts proposed by Burland(1990) and Chandler(2000) showed that the marine deposits were geologically normally consolidated. These apparent overconsolidations can be explained by the fabric and chemical bonding due to the difference of the rate of deposition.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.442-451
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• 2008

The evaluation of field degree of consolidation on soft clays has been an important problem in geotechnical areas. Monitoring either settlements or pore water pressures has been widely applied in the filed, but occasionally they have some problems. This study addresses the suggestion and application of another method for evaluating the degree of consolidation using shear wave velocities. A research site where soft clay layers were consolidated by surcharging loads was chosen. Laboratory tests were performed to determine the relation between shear wave velocity and effective stress. Field seismic tests were conducted several times during the consolidation of the clay layers. The tests results show that the shear wave velocity increased significantly as clays consolidated. The shear wave velocities at each field stress states were derived from the laboratory results and the degree of consolidation was evaluated by comparing the shear wave velocities obtained by laboratory and field seismic methods. In most stress states, the degree of consolidation evaluated using the shear wave velocity matched well with that obtained from field settlement record, showing the potential of applying the method using shear waves in the evaluation of field degree of consolidation on soft clay deposits.

• 한국지반공학회논문집
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• 제19권1호
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• pp.111-120
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• 2003

본 연구에서는 점성토지반의 침하량 평가에 보다 적합한 새로운 응력경로시험을 소개하였다. 새로운 시험기법에서는 배압평형과정을 채택함으로써 특정 응력경로상의 모든 점에 대응하는 변형특성을 하나의 시험을 통해 파악할 수 있다. 따라서, 제안된 시험기법을 적용하는 경우, 응력경로법의 실용적인 적용을 위해 필요한 지반의 전반적인 변형거동을 몇 개의 시험만으로 예측할 수 있으며 나아가 기존의 시험기법으로는 수행이 불가능했던 이방적 압밀응력 경로에 대한 변형거동의 평가 역시 실험적으로 가능해진다. 이와 함께 본 연구에서는 성형 카올리나이트 시료에 대해 다양한 응력경로시험을 수행하여 제안된 시험기법의 실험적 적용성을 확인하였으며, 그 결과를 활용하여 전반적인 변형거동과 침하량을 평가하는 실제 과정을 제시하였다.

• 한국지구과학회지
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• 제24권1호
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• pp.46-60
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• 2003

In Namyang Bay of western Korea, macrotidal-flat deposits are divisible into three late Quaternary units: Unit M1 of upper marine mud, Unit T1 of middle siderite-bearing terrestrial clay, and Unit M2 of lower marine mud. Unit M1 represents typical Holocene intertidal mudflat deposits, showing a coarsening-upward textural trend. It probably resulted from the continual retrogradation of tidal flat during the mid-to-late Holocene sea-level rise. Reddish brown-color Unit T1 consists of homogeneous clay with abundant freshwater siderite grains and plant remains. Unit T1 is clearly separated from the overlying Unit M1 by a sharp lithologic boundary. Radiocarbon age, siderite grains and lithologic features indicate that Unit T1 is originated from freshwater bog or swamp deposition infilling the localized topographic lows during the early Holocene age. Overlain unconformably by early Holocene swamp clay, Unit M2 is orange to yellow in color and mottled, suggesting significant degree of weathering during the sea-level lowstand. Such subaerial oxidation is confirmed in the vertical profiles of geotechnical properties, clay mineral assemblages and magnetic susceptibility. Unit M2 appears to be correlated with the upper part of the late Pleistocene tidal deposits developed along the western Korean coast. The sedimentary succession of the Namyang-Bay tidal-flat deposit provides stratigraphic information for the Holocene-late Pleistocene unconformity and also permits an assessment of the preservation potential of the late Pleistocene marginal marine deposit along the western coast of Korea.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2007년 가을학술발표회
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• pp.3-38
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• 2007

The depositional characteristics of Busan clay are initially described in this paper. The deposits of the Nakdong River estuary are composed of some different layers, which have been affected by marine transgression and regression. The upper clay layer is thick and soft. The lower clay layer and some depth of the upper clay layer have been leached by artesian pressure existing in an aquifer below. The clay shows unique physical and engineering characteristics due to leaching. Several large-scale reclamation projects have been performed in this delta area. The preloading method using long vertical drains has been applied for soft ground improvement. Experiences obtained from ground improvement are mentioned in connection with the depositional characteristics of the clay layers.

• 한국광물학회지
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• 제7권1호
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• pp.14-24
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• 1994

성산납석광상은 백악기의 황산층 내 화산암과 화산쇄설암이 열수변질을 받아 형성된 광상이다. 납석을 구성하는 주성분광물은 딕카이트, 석영, 명반석, 일라이트 및 토수다이트이다. 점토광물의 광물학적 특성을 X선회절분석, 전자현미경관찰, 전자현미분석과 적외선흡수분광분석법에 의하여 연구하였으며, 이온의 활동도 다이아그램과 광물조합으로부터 광상 형성에 대한 물리화학적 조건을 규명하였다. 납석을 구성하는 가장 중요한 광물인 딕카이트는 대체로 괴상으로 산출된다. 이 광물은 육각판상의 입자들로 구성된 book-structure를 보여주며, 화학조성은 이상적인 화학식과 잘 일치된다. 적외선흡수 스펙트럼에서의 peak depth ratio 역시 카올린광물 사이의 구별에 이용되었다. 열수변질대 내의 광물조합에 의하여 다섯 개의 열수변질대로 나누어졌다. 열수변질대의 중심으로부터 바깥쪽으로 갈수록 명반석대, 딕카이트대, 일라이트대 및 앨바이트대가 분포하며, 석영대는 딕카이트대 내에 작은 렌즈상으로 분포한다. $a_{k^+}$의 감소에 의하여 딕카이트대와 일라이트대의 형성이 촉진되었으며, 명반석대의 형성에는 $a_{H_{2}SO_{4}}$ 또는 $a_{K_{2}SO_{4}}$ 의 증가가 필요한 것으로 추정된다. 열수변질작용은 100-270 $^{\circ}C$의 범위에서 일어난 것으로 추정된다.

• 한국지반환경공학회 논문집
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• 제17권2호
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• pp.31-39
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• 2016

일반적으로 고함수비를 가진 연약지반의 경우 압밀 촉진을 원활히 하기 위하여 연직배수재를 주로 사용하고 있다. 부산 점토는 대심도 연약지반 아래에 존재하는 모래 및 자갈 대수층에 피압이 관측되었다. 그러나 연직배수재가 설치된 연약지반에 피압이 미치는 영향에 대한 조사나 연구는 미미한 실정이다. 따라서 본 논문에서는 연직배수재가 설치된 부산 낙동강 하구 연약지반에 피압의 작용 유 무에 따른 압밀 거동을 조사하기 위해 일차원 대형 컬럼 장치를 제작하여 점토지반의 압밀 거동 실험을 수행하였다. 실험 결과 최종 침하량은 피압이 작용하는 지반이 피압이 작용하지 않는 지반보다 더 크게 나타났다. 이는 피압의 상향침투로 인해 점토층의 유효응력이 감소하여 나타난 결과로 판단된다. 또한 피압이 작용하는 지반의 경우 과잉간극수압이 완전 소산되지 않고 잔류하는 것으로 나타났으며, 비배수 전단강도는 피압이 작용하지 않는 지반에 비해 상대적으로 낮은 값을 나타내었다.

• 한국수산과학회지
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• 제21권4호
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• pp.259-268
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• 1988

광포만 집수유역에 분포된 점토광상들은 회장암질 암체에 제한되어 산출된다. 광체의 최상부에서는 로몬타이트와 메타-할로이사이트가 가장 우세하게 발달되고 철산화물이 수반되며, 하부에서는 녹니석과 할로이사이트가 우세하게 산출된다. 주점토층 아래에 놓인 일부 회장암질 암류는 열수맥을 따라 석영, 견운모, 녹니석, 황철석 및 몬모릴로나이트 등으로 실하게 변질되어 있다. 연수와 강우를 각각 $100^{\circ}C$와 $25^{\circ}C$에서 회장암질암과 반응시킨 다성분 평형 반응계산에 의해 열수변질과 풍화변질 기원의 가설들을 시험해본 결과 강우와의 반응결과가 야외에서 산출되는 점토광물군과 보다 유사함을 보인다. 이는 본역 점토광상의 주성인이 풍화변질작용임을 나타낸다.

• 한국광물학회지
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• 제1권1호
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• pp.40-47
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• 1988

Mineralogy of sand, silt and clay fractions from the five chronosequence soils of Jeju Island is studied with the X-ray, TEM and SEM techniques. Soils of Songag and Donghong situated at lower elevations are generally developed on relatively of ash or alluvial deposits and contain mainly ferromagnesian minerals and feldspars, with some quartz, mica and volcanic glass. Crystalline minerals are dominant in the clay fraction; halloysite and vermiculite are abundant but small amounts of allophane are present. Clay migration results in well developed ferrigargillan, Soils of Pyeongdae and Heugag located at higher elevations are developed on relatively young volcanic ash with some contamination of continental aeolian dust probably containing quartz which may be come from acid ash shower. The absence of clay illuivation is due to the dominance of allophane. This clay mineral is associated with some gibbsite, imogolite and halloysite.

• Geomechanics and Engineering
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• 제14권4호
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• pp.315-324
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• 2018

With rapid economic growth, numerous deep excavation projects for high-rise buildings and subway transportation networks have been constructed in the past two decades. Deep excavations particularly in thick deposits of soft clay may cause excessive ground movements and thus result in potential damage to adjacent buildings and supporting utilities. Extensive plane strain finite element analyses considering small strain effect have been carried out to examine the wall deflections for excavations in soft clay deposits supported by diaphragm walls and bracings. The excavation geometrical parameters, soil strength and stiffness properties, soil unit weight, the strut stiffness and wall stiffness were varied to study the wall deflection behaviour. Based on these results, a multivariate adaptive regression splines model was developed for estimating the maximum wall deflection. Parametric analyses were also performed to investigate the influence of the various design variables on wall deflections.