• 제목/요약/키워드: Soft Surface

검색결과 975건 처리시간 0.027초

대심도 연약지반에서 장대 PHC말뚝의 항타에 따른 지반과 말뚝거동 (Pile and Ground Responses during Driving of a Long PHC Pile in Deep Soft Clay)

  • 김성렬;;정성교
    • 한국지반공학회논문집
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    • 제23권5호
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    • pp.131-141
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    • 2007
  • 말뚝 기초의 거동은 말뚝을 둘러싼 주변 지반의 특성에 좌우되므로, 항타 중의 지반거동을 계측하고 지반과 말뚝 거동간의 상관관계를 분석하는 연구가 필요하다. 본 연구에서는 말뚝 인접지반에 간극수압계, 경사계, 지표 변위말뚝, 그리고 말뚝 변형률계 등을 매설하여 낙동강 하구지역에 위치한 대심도 연약지반에 약 57m 관입깊이의 PHC 장대 말뚝을 항타하였을 때 말뚝 축하중 분포와 인접지반의 거동을 약 1년간 계측하고 그 결과를 분석하였다. 계측결과 매립하중과 항타에 의해 발생한 점토층 내의 과잉간극수압이 소산되면서 말뚝체 내에 부마찰력이 점차 증가하는 것으로 나타났다. 부마찰력에 의해 발생한 말뚝체의 최대 압축력 중 약 30%는 항타 중 증가한 과잉간극수압의 영향 때문으로 나타났다. 그러므로, 점성토 지반에 설치되는 대부분의 말뚝에 대하여 부마찰력을 고려한 설계를 수행할 필요성이 강조되었다.

준설매립 연약지반에 대한 압밀침하 예측 및 평가 (Prediction and Assessment on Consolidation Settlement for Soft Ground by Hydraulic Fill)

  • 전제성;구자갑;오정태
    • 한국지반공학회논문집
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    • 제24권9호
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    • pp.33-40
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    • 2008
  • 본 연구에서는 해안 준설매립지반에 대한 연약지반 개량사례를 이용하여 연적배수공법 적용시의 현장계측 및 압밀침하 해석을 실시하였다. 대상현장은 원지반위에 대략 10m의 준설매립을 통해 조성된 부지로서 고함수비 및 고압축성의 해성점토로 구성되어 있다. 1년 동안의 현장 계측결과, 당초 설계시의 예측침하량에 비해 매우 큰 압밀침하가 발생하였고, 이 조건에서의 향후 침하거동을 예측하기 위한 추가 압밀침하 해석 및 계측결과를 이용한 역해석을 실시하였다. 상부시공 영향 등에 의해 준설매립지반에는 과다한 전단변형이 발생하였으며, 이에 대한 현장 계측결과의 평가 및 보정을 실시하였다. 압밀해석 및 원지반 조건을 평가하기 위해 실내시험 결과를 이용한 물질함수분석을 실시하였으며, 최종적으로 부지 인도후의 잔류침하량 및 최종 지반고를 만족시키기 위한 추가 성토고를 산정하였다. 추가 성토이후의 현장 계측결과와 당초 예측했던 압밀침하 거동을 비교하였으며, 이를 통해 당초 예측내용에 대한 검증을 수행할 수 있었다.

연약지반의 상대적 침하 거동 분석 (Relative Settlement Analysis of Soft Ground)

  • 곽영준;한희수
    • 지질공학
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    • 제33권2호
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    • pp.229-240
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    • 2023
  • 연약지반 개량공사 시 계측기를 설치하여 경제적이고 안전한 시공이 이루어지도록 관리한다. 데이터 분석 시 시간에 따른 침하량 데이터를 활용하여 전체적인 지반 침하 거동을 파악할 수 있지만, 계측지점 간 상호관련성을 분석하기에는 어려움이 있다. 따라서 계측지점 간의 상대적인 압밀침하 거동을 분석하기 위하여, 침하량과 속도를 가공하여 평균 침하량 차이 지수와 기울기 차이 지수로 정의한 후, 평균 침하량 차이 지수 - 기울기 차이 지수(ASi,j-SDIi,j) 좌표계에 도시하였다. 계측지점 간 상대적인 압밀침하 거동 분석결과 평균 침하량 차이 지수 - 기울기 차이 지수 좌표계에 나타낸 계측지점 간의 관계가 압밀이 완료됨에 따라 영역 1로 이동하였다. 관측점의 이동 경로를 해당 좌표계에 연속적으로 나타냄으로써 계측지점 간의 상대적인 압밀침하 거동관계를 분석하였으며, 이동경로 방향에 따라 두 계측지점의 압밀침하 거동관계가 안정한 상태인지 불안정한 상태인지 확인할 수 있었다.

Nonlinearity effect on the dynamic behavior of the clayey basin edge

  • Hadi Khanbabazadeh
    • Geomechanics and Engineering
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    • 제36권4호
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    • pp.367-380
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    • 2024
  • Investigations has shown that the correct estimation of the effective amplification period is as important as the amplification value itself. It gets more important in 2D basins. This study presents a quantitative coefficient for consideration of the nonlinearity effect in terms of amplification value and the shift in its period which is missing or ineffectively considered in the previous studies. To attain this goal, by the application of a time domain fully nonlinear method, the deviation of the more common equivalent linear results from the basin nonlinear behavior under strong ground motions is investigated quantitatively. Also, despite the increase in the damping ratio, the possibility of the increase in the amplification due to the increase in motion strength is shown. To make the results useful in engineering practice, by introducing nonlinearity ratio, the effect of the nonlinearity is quantitatively estimated for two soft and stiff clayey basins with three different depths under a set of motions scaled to two target spectrum. Results show that at the 100 m depth soft clayey basin, while the nonlinearity ratio shows a 35% deviation at the basin edge part under DD1 motion level, its effect moves to the central part with 20% effect under DD3 motion level. By the increase in depth to 150 m, the results show a decrease in the overall effect of the nonlinear behavior for both clay types. At this depth, the nonlinearity ratio gives a 30% and 17% difference on a limited distance from outcrop at the soft clayey basin under DD1 and DD3 motion levels, respectively. At the 30 m depth basins, the nonlinearity ratio shows up to 25% difference for different cases. The presented ratio would be introduced as nonlinearity coefficients for consideration of the nonlinearity effects in the codes. The presented quantitative margins will help the designer to have a better understanding of the amplification period change because of nonlinearity over 2D basin surface.

Insulation Coating of Fe-Si-Cr Soft Magnetic Powder by Selective Oxidation

  • Jae-Young Park;Kwangsuk Park;Bosung Seo;Julien O. Fadonougbo;Tae-Wook Na;Ki Beom Park;Hyeon-Tae Im;Nong-Moon Hwang;Hyung-Ki Park
    • Metals and materials international
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    • 제28권
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    • pp.1778-1782
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    • 2021
  • This study examines the insulation coating technology of Fe-Si-Cr powder via selective oxidation annealing, which oxidizes elements selectively by controlling the oxidation potential. The study calculated the oxidation driving force of Fe, Si, and Cr, and conducted a thermodynamic analysis of oxidation and reduction conditions according to temperature and oxidation potential. Based on the results, a selective oxidation annealing was performed in an atmosphere in which Fe is reduced and only Si and Cr are selectively oxidized. The oxidation potential was controlled through the partial pressure ratio of hydrogen and water vapor. The XPS analysis results confirmed that a Si and Cr complex oxide layer formed on the powder surface after the selective oxidation annealing. Afterward, withstanding voltages were analyzed to evaluate the insulation property. Then, the withstanding voltage of the powder applying the selective oxidation annealing increased significantly compared to that of the initial powder. Further analysis showed that the powder annealed in an air atmosphere had a significantly lower saturation magnetic flux density than the initial powder, while the powder applying the selective oxidation annealing had only a slightly reduced saturation magnetic flux density.

Application of a modified structural clay model considering anisotropy to embankment behavior

  • Zhang, Hao;Chen, Qiushi;Chen, Jinjian;Wang, Jianhua
    • Geomechanics and Engineering
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    • 제13권1호
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    • pp.79-97
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    • 2017
  • Natural clays exhibit features such as structural and anisotropy. In this work, a constitutive model that is able to replicate these two salient features of natural clays is presented. The proposed model is based on the classical S-CLAY1 model, where the anisotropy of the soil is captured through the initial inclination and rotation of the yield surface. To account for the structural of the soil, the compression curve of the reconstituted soil is taken as the reference. All parameters of the proposed constitutive model have clear physical meanings and can be conveniently determined from conventional triaxial tests. This proposed model has been used to simulate the behavior of soft soil in the undrained triaxial tests and the performance of Murro embankment in terms of settlement and horizontal displacements during embankment construction and consolidation stage. Results of numerical simulations using proposed model have been compared with the field measurement data. The comparisons show that the two features significantly influence the prediction results.

Bearing capacity of shallow footing under combined loading

  • Kusakabe, Osamu;Takeyama, Tomohide
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2010년도 추계 학술발표회
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    • pp.3-25
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    • 2010
  • The paper deals with two bearing capacity problems of shallow footing under combined loading. The first is a FEM study of shallow strip footing on two-layer clay deposits subjected to a vertical, horizontal and moment combined loading, while the second is a centrifuge study of shallow rectangular footing on dry sand under double eccentricity. The FEM results revealed that the existence of top soft layer sensitively affects more on horizontal and moment capacity than vertical capacity for cases of footing on soft clay overlying stiff clay. Practical design charts are presented to evaluate bearing capacities of footing for various combinations of the ratio of the depth of the upper layer to the footing width and the ratio of undrained strength of the upper layer to that of the lower. The centrifuge tests indicated that current design practice of calculating failure load of rectangular surface footing under double eccentricity underestimates the centrifuge loading test data. This trend is more marked when the eccentricity becomes larger. The decreasing trend in failure load with an increase of double eccentricity is rather uniquely expressed by a single curve, using a newly defined resultant eccentricity and the diagonal length of the footing base.

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Development of Bio-ballistic Device for Laser Ablation-induced Drug Delivery

  • Choi, Ji-Hee;Gojani, Ardian B.;Lee, Hyun-Hee;Jeung, In-Seuk;Yoh, Jack J.
    • International Journal of Precision Engineering and Manufacturing
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    • 제9권3호
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    • pp.68-71
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    • 2008
  • Transdermal and topical drug delivery with minimal tissue damage has been an area of vigorous research for a number of years. Our research team has initiated the development of an effective method for delivering drug particles across the skin (transdermal) for systemic circulation, and to localized (topical) areas. The device consists of a micro particle acceleration system based on laser ablation that can be integrated with endoscopic surgical techniques. A layer of micro particles is deposited on the surface of a thin metal foil. The rear side of the foil is irradiated with a laser beam, which generates a shockwave that travels through the foil. When the shockwave reaches the end of the foil, it is reflected as an expansion wave and causes instantaneous deformation of the foil in the opposite direction. Due to this sudden deformation, the microparticles are ejected from the foil at very high speeds, and therefore have sufficient momentum to penetrate soft body tissues. We have demonstrated this by successfully delivering cobalt particles $3\;{\mu}m$ in diameter into gelatin models that represent soft tissue with remarkable penetration depth.

위편성물 소재의 구성특성이 주관적 질감 및 감성에 미치는 영향 (Effect of Weft Knit Structural Characteristics on the Subjective Texture and Sensibility)

  • 주정아;유효선
    • 한국의류학회지
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    • 제28권11호
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    • pp.1516-1523
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    • 2004
  • The purpose of this study were to analyze the effect of weft knit structural characteristics on the subjective texture and sensibility. For this, the material was knitted into 8 kinds of weft plain knit fabrics with four kinds of fiber components such as wool, acryl, rayon, and nylon, 3 steps of densities and 3 steps of twist numbers to ply two yarns. The data were analyzed by factor analysis, ANOVA and multidimensional scaling. From factor analysis, subjective textures were categorized as 'bulk/resilience', 'surface/density' and 'soft/drape', and subjective sensibilities were categorized as 'natural/comfortable', 'feminine/elegance' and 'stable/neat' Among the knit structural characteristics, the component of fibers and the density of fabrics were the important factors to give variations in texture and sensibility : In comparison with wool knit of medium density, the knit fabrics of other components and different densities each showed a unique texture and sensibility. But twist number to ply two yams had a few influence on subjective properties. As a result of MDS analysis, the texture and sensibility of plain weft knit fabrics was classified as 'thin-full', 'hard-soft', 'young-old' and 'warm-cool'.

LPC 인젝터의 소음원 규명 및 소음저감 대책 (Noise Source Identification and Countermeasure for the Noise of LPG Injector)

  • 김원진;박종현;김성대;이병호
    • 한국정밀공학회지
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    • 제19권3호
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    • pp.144-151
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    • 2002
  • This work focuses on finding out the noise source and the method of reducing the noise level of LPG(liquefied petroleum gas) fuel injector. The noise of LPG injector in operating condition is due to the impact between valve and valve seat. This study shows that if the revolution of engine is increased, the noise of LPG injector will be more serious but it is not nearly affected by the increment of fuel pressure. The source and transmission paths of noise are identified through the analysis of noise generation mechanism and noise spectrum. The sound absorbing material is tested to verify its efficiency of sound absorption thor the LPG injector. The effect of noise reduction of absorbing material is remarkable when the engine speed is high. Consequently two methods of reducing the noise level are suggested from the identified results. The one is to equip the absorbing material on the outer side of injector and the other is to coat with a soft material or equip a soft ring on the surface of impact.