• 한국지반신소재학회논문집
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• 제14권1호
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• pp.43-50
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• 2015

본 연구에서는 현장잔토를 활용할 수 있고 다짐이 불필요하여 관로공사에 유용한 경량기포혼합토를 지중매설관의 뒷채움재로 이용할 경우 관로의 거동을 조사하기 위하여 시험시공을 실시하고 계측결과를 분석하였다. 동시에 동일한 조건의 새만금 준설토사 뒷채움 시공결과와 비교하였다. 연직토압의 경우 경량기포혼합토 뒷채움 시 준설토사 대비 초기 슬러리 상태에서 25.6% 가량 저감되었고 양생 후에는 준설토사 토압의 10% 이내에 불과하였다. 준설토사 뒷채움 시에는 경량기포혼합토 대비 수평토압의 경우 3.6배 이상, 연직 및 수평변위는 각각 3.2배와 2.6배 가량의 차이를 나타내어 경량기포혼합토의 토압 및 변위저감 효과가 우수한 것으로 나타났다. 매설관 상반부에서 측정된 응력의 경우 토사 뒷채움 시 대체로 압축응력이 발생한 반면, 경량기포혼합토를 타설한 경우 초기 슬러리 상태에서 발생한 부력으로 인하여 고정된 양단부를 지점으로 부(-)의 모멘트가 발생함으로써 상반부에 인장응력이 발생하는 결과를 얻었다. 결론적으로, 새만금에서 준설된 토사를 이용한 경량기포혼합토는 인근 개발지에서 매설관 뒷채움재로 활용하는데 있어 준설토사와 비교하여 매우 우수한 재료이나 타설 시 부력에 대한 대책이 필요하다.

• 한국지반공학회논문집
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• 제29권6호
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• pp.63-75
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• 2013

기존의 흙막이 공법의 문제점을 보완하고 개선하기 위해서 새로이 고안한 공법이 지주식 흙막이공법이다. 지주식 흙막이 공법은 전면지주와 배면지주를 사항으로 설치하여 일체화시킨 가시설 공법으로, 배면지주의 설치로 인해 전면지주에 작용하는 토압을 효과적으로 분산시켜 가시설의 구조적인 안정성을 증대시킨 공법이다. 본 연구에서는 점토지반의 실내모형실험을 통해 배면지주의 설치 여부와 지주 하부의 고정 조건 등을 달리하여 지주식 흙막이 공법의 역학적 특성을 확인하였다. 실내모형실험결과 배면지주의 설치로 인해 IER 벽체의 수평변위가 효과적으로 감소하는 것으로 분석되었으며, 배면지주의 간격 및 고정 조건에 따른 효과가 분석되었다.

• 한국재료학회:학술대회논문집
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• 한국재료학회 2012년도 춘계학술발표대회
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• pp.70.1-70.1
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• 2012

In-situ X-ray photoelectron spectroscopy (XPS) and infrared (IR) spectroscopy studies of SOFC cathode materials will be discussed in this presentation. The mixed conducting perovskites (ABO3) containing rare and alkaline earth metals on the A-site and a transition metal on the B-site are commonly used as cathodes for solid oxide fuel cells (SOFC). However, the details of the oxygen reduction reaction are still not clearly understood. The information about the type of adsorbed oxygen species and their concentration is important for a mechanistic understanding of the oxygen incorporation into these cathode materials. XPS has been widely used for the analysis of adsorbed species and surface structure. However, the conventional XPS experiments have the severe drawback to operate at room temperature and with the sample under ultrahigh vacuum (UHV) conditions, which is far from the relevant conditions of SOFC operation. The disadvantages of conventional XPS can be overcome to a large extent with a "high pressure" XPS setup installed at the BESSY II synchrotron. It allows sample depth profiling over 2 nm without sputtering by variation of the excitation energy, and most importantly measurements under a residual gas pressure in the mbar range. It is also well known that the catalytic activity for the oxygen reduction is very sensitive to their electrical conductivity and oxygen nonstoichiometry. Although the electrical conductivity of perovskite oxides has been intensively studied as a function of temperature or oxygen partial pressure (Po2), in-situ measurements of the conductivity of these materials in contact with the electrolyte as a SOFC configuration have little been reported. In order to measure the in-plane conductivity of an electrode film on the electrolyte, a substrate with high resistance is required for excluding the leakage current of the substrate. It is also hardly possible to measure the conductivity of cracked thin film by electrical methods. In this study, we report the electrical conductivity of perovskite $La_{0.6}Sr_{0.4}CoO_{3-{\delta}}$ (LSC) thin films on yttria-stabilized zirconia (YSZ) electrolyte quantitatively obtained by in-situ IR spectroscopy. This method enables a reliable measurement of the electronic conductivity of the electrodes as part of the SOFC configuration regardless of leakage current to the substrate and cracks in the film.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.955-962
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• 2008

This study concerns the effect of drainage in reinforced soil on its stability during rainfall. A series of finite-element analysis based transient seepage analysis were performed on a number of cases with different drainage conditions in terms of layers of geotextiles installed in the reinforced zone. The results were then coupled with the limit-equilibrium slope stability analysis to investigate the variation of global stability factor of safety with rainfall infiltration into the reinforced wall. The results were thoroughly analyzed to get insight into the mechanism of pore water pressure reduction effect of the geotextile and into its effect on overall slope stability. It is shown that layers of geotextile installed in the reinforced zone can prevent decrease in suction in the reinforced zone during rainfall, thereby reducing potential risk of decreasing shear strength of the reinforced zone. Practical implications of the findings were discussed.

• KIEAE Journal
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• 제8권1호
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• pp.87-92
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• 2008

Sheathing work used for excavation in a crowded downtown is generally a temporary strut method using H-piles and sheathing wall includes lagging, CIP, SCW or slurry wall. A temporary strut serving the support for sheathing wall acts to resist the earth pressure, but it shall be removed when installing the underground structure members. A traditional temporary strut might cause the stress imbalance of the sheathing wall when it is demolished, resulting in time extension and the risk of collapse. A traditional temporary strut method thus needs to be improved for schedule and cost reduction, risk mitigation and for preparation for potential civic complaint. A permanent strut method doesn't require installing and demolishing the temporary structure that will lead to reducing the time and cost and the structural risk during the demolition process. And given the girder, the part of the underground structure, serves the role of strut, it can secure the wider interval compared to the traditional method, which enables to secure the wider space for the convenience of excavation as well as enhance the constructability and efficient site management. The thesis was intended to study the composite girder designed to use the strut as permanent structure so as to reduce the excavation and floor height.

• 한국지진공학회논문집
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• 제24권5호
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• pp.211-217
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• 2020

Earthquake preparedness has become more important with recent increase in the number of earthquakes in Korea, but many existing structures are not prepared for earthquakes. There are various types of liquefaction prevention method that can be applied, such as compaction, replacement, dewatering, and inhibition of shear strain. However, most of the liquefaction prevention methods are applied before construction, and it is important to find optimal methods that can be applied to existing structures and that have few effects on the environment, such as noise, vibration, and changes in underground water level. The purpose of this study is to estimate the correlation between the displacement of a structure and variations of pore water pressure on the ground in accordance with the depth of the sheet file when liquidation occurs. To achieve this, a shaking table test was performed for Joo-Mun-Jin standard sand and an earth pressure, accelerometer, pore water pressure transducer, and LVDT were installed in both the non-liquefiable layer and the liquefiable layer to measure the subsidence and excess pore water pressure in accordance with the time of each embedded depth. Then the results were analyzed. A comparison of the pore water pressure in accordance with Hsp/Hsl was shown to prevent lateral water flow at 1, 0.85 and confirmed that the pore water pressure increased. In addition, the relationship between Hsp/Hsl and subsidence was expressed as a trend line to calculate the expected settlement rate formula for the embedded depth ratio.

• 한국지반신소재학회논문집
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• 제7권2호
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• pp.41-47
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• 2008

본 연구에서는 보강토옹벽 상부에 재하된 상재하중 및 보강재 종류의 변화에 따른 토목섬유 보강토옹벽의 벽체 변위 특성을 평가하기 위하여 일련의 모형실험을 수행하였다. 모형 보강토옹벽은 높이${\times}$길이${\times}$폭이 $100cm{\times}140cm{\times}100cm$인 모형토조 내에 축조하였다. 모형 보강토옹벽 축조시 뒤채움흙으로는 통일분류법상 SM으로 분류될 수 있는 화강풍화토를 사용하였고, 보강재로는 인장강도 특성이 다른 3종류의 토목섬유(지오네트 한 종류 및 지오그리드 두 종류)를 사용하여 총 7종류의 모형 보강토옹벽에 대한 실험을 수행하였다. 모형 보강토옹벽 축조후 상재하중 재하에 따른 벽체 변위를 LVDT를 이용하여 측정하였다. 모형실험 결과, 토목섬유 보강토옹벽의 최대 수평변위는 벽체 저면에서부터 0.7H지점에서 발생하고, 그 크기는 보강재의 인장강도가 증가할 수록 증가하는 것으로 나타났다. 또한 상재하중이 증가할수록 토목섬유 보강으로 인한 벽체변위의 감소율은 감소하였다.

• Geomechanics and Engineering
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• 제31권4호
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• pp.385-393
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• 2022

Previous studies postulated insignificant capillary rise (h_c) effect above the water table (H_w) for unsaturated soils. In addition, these studies utilised dry unit weight above H_w. This paper, therefore, addresses the effect of these postulations on strength where the influence of h_c using a modified upper bound approach, Discontinuity Layout Optimization (UNSAT-DLO) for a simulated soil was predicted. Two different parametric studies to model passive earth pressure and bearing capacity problems are carried out to provide an insight into the effect of capillary rise on strength. Significant increase in strength, owing to unsaturated conditions, was obtained where the maximum increase was when suction slightly less or greater than the air entry suction. On the other hand, the results showed a negative effect of h_c. For example, up to 8.24% decrease in passive thrust (P_p) was obtained at H_w=0 m when h_c rose 1 m from 0 m. To put this into perspective, this was equivalent to a decrease of about 2° in 𝜙 at H_w=0 m and h_c =0 m in order to obtain the same result at h_c =1 m. For the bearing capacity problem, the effect was seen to be higher, up to 18.4% decrease in N_𝛾 was obtained when h_c rose from 0 m to 2.5 m at H_w =0 m. In addition, the results revealed a negative influence of assigning dry unit weight above H_w or h_c.. However, considerable increase in strength was obtained when unsaturated unit weight above h_c was assigned.

• 한국지구과학회지
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• 제45권2호
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• pp.121-135
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• 2024

1991-2020년의 30년 동안 봄철(3-5월)에 북극-동아시아 지역의 지표면 부근 대기 온난화가 북극 진동에 따라 한국의 서울에서 발생하는 황사 사례일의 종관 기상 특성에 미치는 영향을 분석하였다. 북극-동아시아 지역의 봄철 온난화 증가는 한국의 서울에서 황사 사례일을 6일을 감소시켰고, 황사 사례일의 PM₁₀ 질량 농도도 -1.6 ㎍ m^-3yr^-1으로 강도를 약화시키는데 기여하고 있었다. 2010년대 한국에서 감소하고 있는 황사 사례일에 대한 동아시아 지역의 종관 기상 특성은 음(-)의 잠재소용돌이도(Potential Vorticity Unit; PVU)로 나타나는 고기압성 활동이 증가하고 있었다. 또한, 한국에서는 음(-)의 북극진동지수(Arctic Oscillation Index; AOI)에서 황사 사례일이 증가하고 양(+)에서는 감소하는 정적 편포를 보였다. AOI가 음(-)인 황사 사례일에서는 중국 대륙에 온난한 고기압이 강화되고 있었다. 더불어 한대 제트의 중심 위치가 북쪽으로 이동하면서 몽골과 중국 북부에서는 한대 기단의 남하에 의한 저기압성 활동이 약해지고 있었다. 황사의 발생이 감소하였을 뿐 아니라 발원지로부터 한국으로 황사를 수송하는 풍속이 감소하고 있었다. 반면, AOI가 양(+)인 황사 사례일에서는 중국 대륙에 광역적으로 온난하고 정체적인 고기압이 위치하고 있었으며, 한대 제트의 북쪽이 더욱 냉각되어 있었다. 몽골-중국 북부-한국에 이르는 지역에서 하층 대류권의 현저한 풍속 감소가 황사 발생을 감소시킬 뿐 아니라 장거리 수송을 약화시키는 원인이 되는 것으로 보인다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 가을 학술발표회 논문집
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• pp.427-434
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• 2002

In Korea, there are recently many attempts to expand a temporary soil nailing system into a permanent soil nailing system since the first construction in 1993. In the downtown area, it is important that the relaxation of the ground is minimized in the ground excavation works. Due to these problems, soil nailing systems are often used the flexible facing such as shotcrete rather than the rigid facing such as SCW, CIP, and jet grout types in Korea. The soil nailing systems with rigid facings are used greatly however it is insufficient researches for design and analysis of soil nailing systems with rigid facings. In this study, various laboratory model tests are carried out to examining the influence the rigidity of facings on the global safety of soil nailing system, failure loads, displacement behaviour, axial force acting on the nails, and distribution of earth pressure. Also, the parametric studies are carried out for the typical section of soil nailed walls according to thickness of concrete facings and internal friction angle of soil using the numerical technique as shear strength reduction technique.