• 제목/요약/키워드: soil-structure interactions

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지반-말뚝 동적 상호 작용을 고려한 말뚝의 수치 모델링 : 메쉬 크기와 형상에 대한 매개 변수 연구 (Parametric Study with the Different Size of Meshes in Numerical Analysis Considering the Dynamic Soil-Pile Interactions)

  • 나선홍;김성환;김명모
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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    • pp.1441-1446
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    • 2009
  • Numerical analysis is a powerful method in evaluating the soil-pile-structure interaction under the dynamic loading, and this approach has been applied to the practical area due to the development of computer technology. Finite Difference Method, one of the most popular numerical methods, is sensitive to the shape and the number of mesh. However, the trial and error approach is conducted to obtain the accurate results and the reasonable simulation time because of the lack of researches about mesh size and the number. In this study, FLAC 3D v3.1 program(FDM) is used to simulate the dynamic pile model tests, and the numerical results are compared with the 1G shaking table tests results. With the different size and shape of mesh, the responses of pile behavior and the simulation time are estimated, and the optimum mesh sizes in dynamic analysis of single pile is studied.

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Application of mesh-free smoothed particle hydrodynamics (SPH) for study of soil behavior

  • Niroumand, Hamed;Mehrizi, Mohammad Emad Mahmoudi;Saaly, Maryam
    • Geomechanics and Engineering
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    • 제11권1호
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    • pp.1-39
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    • 2016
  • The finite element method (FEM), discrete element method (DEM), and Discontinuous deformation analysis (DDA) are among the standard numerical techniques applied in computational geo-mechanics. However, in some cases there no possibility for modelling by traditional finite analytical techniques or other mesh-based techniques. The solution presented in the current study as a completely Lagrangian and mesh-free technique is smoothed particle hydrodynamics (SPH). This method was basically applied for simulation of fluid flow by dividing the fluid into several particles. However, several researchers attempted to simulate soil-water interaction, landslides, and failure of soil by SPH method. In fact, this method is able to deal with behavior and interaction of different states of materials (liquid and solid) and multiphase soil models and their large deformations. Soil indicates different behaviors when interacting with water, structure, instrumentations, or different layers. Thus, study into these interactions using the mesh based grids has been facilitated by mesh-less SPH technique in this work. It has been revealed that the fast development, computational sophistication, and emerge of mesh-less particle modeling techniques offer solutions for problems which are not modeled by the traditional mesh-based techniques. Also it has been found that the smoothed particle hydrodynamic provides advanced techniques for simulation of soil materials as compared to the current traditional numerical methods. Besides, findings indicate that the advantages of applying this method are its high power, simplicity of concept, relative simplicity in combination of modern physics, and particularly its potential in study of large deformations and failures.

Crystal Structure and Functional Characterization of a Xylose Isomerase (PbXI) from the Psychrophilic Soil Microorganism, Paenibacillus sp.

  • Park, Sun-Ha;Kwon, Sunghark;Lee, Chang Woo;Kim, Chang Min;Jeong, Chang Sook;Kim, Kyung-Jin;Hong, Jong Wook;Kim, Hak Jun;Park, Hyun Ho;Lee, Jun Hyuck
    • Journal of Microbiology and Biotechnology
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    • 제29권2호
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    • pp.244-255
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    • 2019
  • Xylose isomerase (XI; E.C. 5.3.1.5) catalyzes the isomerization of xylose to xylulose, which can be used to produce bioethanol through fermentation. Therefore, XI has recently gained attention as a key catalyst in the bioenergy industry. Here, we identified, purified, and characterized a XI (PbXI) from the psychrophilic soil microorganism, Paenibacillus sp. R4. Surprisingly, activity assay results showed that PbXI is not a cold-active enzyme, but displays optimal activity at $60^{\circ}C$. We solved the crystal structure of PbXI at $1.94-{\AA}$ resolution to investigate the origin of its thermostability. The PbXI structure shows a $({\beta}/{\alpha})_8$-barrel fold with tight tetrameric interactions and it has three divalent metal ions (CaI, CaII, and CaIII). Two metal ions (CaI and CaII) located in the active site are known to be involved in the enzymatic reaction. The third metal ion (CaIII), located near the ${\beta}4-{\alpha}6$ loop region, was newly identified and is thought to be important for the stability of PbXI. Compared with previously determined thermostable and mesophilic XI structures, the ${\beta}1-{\alpha}2$ loop structures near the substrate binding pocket of PbXI were remarkably different. Site-directed mutagenesis studies suggested that the flexible ${\beta}1-{\alpha}2$ loop region is essential for PbXI activity. Our findings provide valuable insights that can be applied in protein engineering to generate low-temperature purpose-specific XI enzymes.

Geostatistical Analysis of Soil Enzyme Activities in Mud Flat of Korea

  • Jung, Soohyun;Lee, Seunghoon;Park, Joonhong;Seo, Juyoung;Kang, Hojeong
    • Ecology and Resilient Infrastructure
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    • 제4권2호
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    • pp.93-96
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    • 2017
  • Spatial variations of physicochemical and microbiological variables were examined to understand spatial heterogeneity of those variables in intertidal flat. Variograms were constructed for understanding spatial autocorrelations of variables by a geostatistical analysis and spatial correlations between two variables were evaluated by applications of a Cross-Mantel test with a Monte Carlo procedure (with 999 permutations). Water content, organic matter content, pH, nitrate, sulfate, chloride, dissolved organic carbon (DOC), four extracellular enzyme activities (${\beta}-glucosidase$, N-acetyl-glucosaminidase, phosphatase, arylsulfatase), and bacterial diversity in soil were measured along a transect perpendicular to shore line. Most variables showed strong spatial autocorrelation or no spatial structure except for DOC. It was suggested that complex interactions between physicochemical and microbiological properties in sediment might controls DOC. Intertidal flat sediment appeared to be spatially heterogeneous. Bacterial diversity was found to be spatially correlated with enzyme activities. Chloride and sulfate were spatially correlated with microbial properties indicating that salinity in coastal environment would influence spatial distributions of decomposition capacities mediated by microorganisms. Overall, it was suggested that considerations on the spatial distributions of physicochemical and microbiological properties in intertidal flat sediment should be included when sampling scheme is designed for decomposition processes in intertidal flat sediment.

Experimental analysis on FEM definition of backfill-rectangular tank-fluid system

  • Cakir, Tufan;Livaoglu, Ramazan
    • Geomechanics and Engineering
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    • 제5권2호
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    • pp.165-185
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    • 2013
  • In the present study, the numerical and experimental investigations were performed on the backfill- exterior wall-fluid interaction systems in case of empty and full tanks. For this, firstly, the non-linear three dimensional (3D) finite element models were developed considering both backfill-wall and fluid-wall interactions, and modal analyses for these systems were carried out in order to acquire modal frequencies and mode shapes by means of ANSYS finite element structural analysis program. Secondly, a series of field tests were fulfilled to define their modal characteristics and to compare the results from proposed approximation in the selected structures. Finally, comparing the theoretical predictions from the finite element models to results from experimental measurements, a close agreement was found between theory and experiment. Thus, it can be easily stated that experimental verifications provide strong support for the finite element models and the proposed procedures themselves are the meritorious approximations to the real problem, and this makes the models appealing for use in further investigations.

비선형 유효응력해석을 이용한 Takahama 잔교식 안벽의 내진성능 평가 (Evaluation of Seismic Performance of Takahama Wharf Using Nonlinear Effective Stress Analysis)

  • ;이진선;김성렬
    • 한국지반공학회논문집
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    • 제33권4호
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    • pp.47-56
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    • 2017
  • 잔교식 안벽의 내진설계는 보통 다중모드 스펙트럼 해석과 같은 단순 동해석 방법을 적용하여 수행된다. 이러한 단순 해석법은 구조물의 한계상태를 평가하는데 유용할 수 있다. 그러나, 과거에 발생한 잔교식 안벽의 지진피해사례를 살펴보면, 기초지반의 변형 또는 지반-말뚝 사이의 동적 상호작용이 구조물의 전체 거동에 큰 영향을 미치는 것으로 나타났다. 이러한 거동은 지반-말뚝-구조물 동적 상호작용을 정밀하게 모사할 수 있는 비선형 유효응력 해석을 수행하여 평가할 수 있다. 본 연구에서는 잔교식 안벽의 내진성능을 평가할 수 있는 3차원 수치 모델링 기법을 선정하고, 이를 Hyogoken Nambu 지진(1995)시 고베항의 잔교식 안벽 피해사례에 적용하여 그 적용성을 검증하였다. 해석결과, 본 연구에서 적용한 수치 모델링 기법이 안벽의 지진피해 거동을 잘 모사할 수 있으며, 지반의 과잉간극수압증가 및 지반-구조물과의 동적 상호작용이 안벽의 지진거동에 큰 영향을 주는 것으로 나타났다.

Foundation Design the 151 story Incheon Tower in Reclamation Area

  • Abdelrazaq, Ahmad;Badelow, Frances;Kim, Sung-Ho;Park, Yung-Ho
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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    • pp.157-171
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    • 2009
  • A 151 storey super high-rise building located in an area of reclaimed land constructed over soft marine clay in Songdo, Korea is currently under design. This paper describes the design process of the foundation system of the supertall tower, which is required to support the large building vertical and lateral loads and to restrain the horizontal displacement due to wind and seismic forces. The behaviour of the foundation system due to these loads and foundation stiffness influence the design of the building super structure, displacement of the tower, as well as the raft foundation design. Therefore, the design takes in account the interactions between soil, foundation and super structure, so as to achieve a safe and efficient building performance. The site lies entirely within an area of reclamation underlain by up to 20m of soft to firm marine silty clay, which overlies residual soil and a profile of weathered rock. The nature of the foundation rock materials are highly complex and are interpreted as possible roof pendant metamorphic rocks, which within about 50m from the surface have been affected by weathering which has reduced their strength. The presence of closely spaced joints, sheared and crushed zones within the rock has resulted in deeper areas of weathering of over 80m present within the building footprint. The foundation design process described includes the initial stages of geotechnical site characterization using the results of investigation boreholes and geotechnical parameter selection, and a series of detailed two- and three-dimensional numerical analysis for the Tower foundation comprising over 172 bored piles of varying length. The effect of the overall foundation stiffness and rotation under wind and seismic load is also discussed since the foundation rotation has a direct impact on the overall displacement of the tower.

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암반지층 굴착벽체 작용토압에 대한 암반조건의 영향: 수치해석적 조사 (Effect of Rock Mass Condition on the Earth Pressure Against an Excavation Wall in Rock Mass: Numerical Investigation)

  • 손무락
    • 한국지반공학회논문집
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    • 제33권11호
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    • pp.83-95
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    • 2017
  • 본 연구는 절리가 형성된 암반지층에서 암석종류, 절리경사각, 토압계수 및 지하수조건을 달리할 때 굴착벽체에 발생하는 토압의 크기 및 분포에 대해서 조사하였다. 모형실험(Son and Park, 2014)에 근거하여 확장연구를 수행하였으며, 이 때 암반-구조 상호작용과 암반의 절리특성을 고려하기 위하여 개별요소법을 이용한 수치해석을 수행하였다. 본 연구로부터 굴착벽체에 작용하는 토압은 암석종류, 절리경사각 및 토압계수 뿐만 아니라 지하수조건에 의해서 크게 영향을 받는다는 것을 파악하였다. 이와 더불어 본 연구로부터 조사된 토압을 토사지반에 적용되는 Peck의 경험토압과 비교하였으며, 이를 통해 절리형성 암반지층 굴착벽체에 발생하는 토압은 토사지반에서 발생하는 토압과 크게 다를 수 있다는 것을 확인하였다.

암반지층 굴착벽체에 작용하는 토압에 대한 절리의 영향 (Effect of Joint on the Earth Pressure Against an Excavation Wall in Rockmass)

  • 손무락;솔로몬 아데도쿤
    • 대한토목학회논문집
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    • 제34권2호
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    • pp.505-513
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    • 2014
  • 본 논문은 암반지층에서 다양한 암반종류 및 절리조건들을 고려하면서 굴착벽체에 작용하는 토압에 대한 절리의 영향을 조사한 것이다. 이를 위해 본 연구는 먼저 기존 선행연구에 대해서 살펴보고 그 다음으로 기존 선행연구의 한계를 극복하기 위하여 개별요소법에 근거한 수치해석적 매개변수해석을 수행하였다. 수치해석은 매개변수로서 암반종류 및 절리조건(절리면의 전단강도, 절리경사각 및 절리군의 수)을 고려하였으며, 지반과 굴착벽체의 상호작용하에 발생된 토압의 크기 및 분포특성이 조사되었다. 이와 더불어, 암반지층에서 발생된 토압과 토사지반에서의 경험토압인 Peck토압이 서로 비교되었다. 비교결과 절리가 형성된 암반지층에서 발생된 토압은 암반의 종류 및 절리조건에 따라서 크게 영향을 받았으며 토사지반에 대한 Peck의 경험토압과 서로 다른 결과를 나타내었다.

수도(水稻) 적정시비량(適正施肥量) 결정(決定)에 대한 대체모형(代替模型) (An Alternative Model for Determining the Optimal Fertilizer Level)

  • 장석환
    • 한국토양비료학회지
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    • 제13권1호
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    • pp.21-32
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    • 1980
  • Linear models, with and without site variables, have been investigated in order to develop an alternative methodology for determining optimal fertilizer levels. The resultant models are : (1) Model I is an ordinary quadratic response function formed by combining the simple response function estimated at each site in block diagonal form, and has parameters [${\gamma}^{(1)}_{m{\ell}}$], for m=1, 2, ${\cdots}$, n sites and degrees of polynomial, ${\ell}$=0, 1, 2. (2) Mode II is a multiple regression model with a set of site variables (including an intercept) repeated for each fertilizer level and the linear and quadratic terms of the fertilizer variables arranged in block diagonal form as in Model I. The parameters are equal to [${\beta}_h\;{\gamma}^{(2)}_{m{\ell}}$] for h=0, 1, 2, ${\cdots}$, k site variable, m=1, 2, ${\cdots}$ and ${\ell}$=1, 2. (3) Model III is a classical response surface model, I. e., a common quadratic polynomial model for the fertilizer variables augmented with site variables and interactions between site variables and the linear fertilizer terms. The parameters are equal to [${\beta}_h\;{\gamma}_{\ell}\;{\theta}_h$], for h=0, 1, ${\cdots}$, k, ${\ell}$=1, 2, and h'=1, 2, ${\cdots}$, k. (4) Model IV has the same basic structure as Mode I, but estimation procedure involves two stages. In stage 1, yields for each fertilizer level are regressed on the site variables and the resulting predicted yields for each site are then regressed on the fertilizer variables in stage 2. Each model has been evaluated under the assumption that Model III is the postulated true response function. Under this assumption, Models I, II and IV give biased estimators of the linear fertilizer response parameter which depend on the interaction between site variables and applied fertilizer variables. When the interaction is significant, Model III is the most efficient for calculation of optimal fertilizer level. It has been found that Model IV is always more efficient than Models I and II, with efficiency depending on the magnitude of ${\lambda}m$, the mth diagonal element of X (X' X)' X' where X is the site variable matrix. When the site variable by linear fertilizer interaction parameters are zero or when the estimated interactions are not important, it is demonstrated that Model IV can be a reasonable alternative model for calculation of optimal fertilizer level. The efficiencies of the models are compared us ing data from 256 fertilizer trials on rice conducted in Korea. Although Model III is usually preferred, the empirical results from the data analysis support the feasibility of using Model IV in practice when the estimated interaction term between measured soil organic matter and applied nitrogen is not important.

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