• 제목/요약/키워드: 3-layered model

검색결과 261건 처리시간 0.032초

c-${\phi}$ 지반에서의 아칭현상을 고려한 원형수직터널 토압: I. 이론 (Earth pressures acting on vertical circular shafts considering arching effects in c-${\phi}$ soils: I. Theory)

  • 김도훈;이대수;김경렬;이용희;이인모
    • 한국터널지하공간학회 논문집
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    • 제11권2호
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    • pp.117-129
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    • 2009
  • 원형수직터널에서 3차원적인 아칭효과를 고려한 토압산정을 위해 여러 연구가 수행되었고 실내시험 및 수치해석을 통해 이를 검증하였으나, 다층지반과 c-${\phi}$지반에서의 적용이 어려웠다. 본연구에서는 c-${\phi}$지반에서의 토압 산정을 위해 c-${\phi}$지반에서 적용 가능한 토압계수 산정식을 구하였으며, 기존 토압식을 수정 제안하였다. 점착력이 토압에 미치는 영향을 파악하기 위해 지반을 가정하여 각 경우별로 토압을 산정하여 비교하였으며, 다층지반에서 파괴면을 가정하는 방법으로 토압을 구하였다. 이 논문은 두 개의 연속된 논문(Companion paper)의 첫 번째로서 모델개발을 위한 이론전개를 다루고 있으며, 대형 모형실험에 의한 실증은 두 번째 논문에서 다룰 것이다.

동적 지반-구조물 상호작용 해석을 위한 지하수로 포화된 가로등방성 층상지반의 3차원 전달경계 (3-Dimensional Transmitting Boundary for Dynamic Soil-Structure Interaction Analysis in Water-Saturated Transversely Isotropic Stratum)

  • 이진호;김재관
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2006년도 학술발표회 논문집
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    • pp.345-350
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    • 2006
  • If a structure is founded on the ground saturated with pore water, then the ground should be modeled as a saturated two-phase porous medium for accurate earthquake response analysis. In this study, a 3-dimensional transmitting boundary is developed for modeling of far field using u-U formulation for water-saturated transversely isotropic layered stratum. The developed transmitting boundary is verified by comparing the dynamic stiffness of rigid square foundation on water-saturated isotropic layered stratum with the case of using equivalent single-phase medium model.

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Simultaneous Adsorption of Chromium (VI) and Phosphate by Calcined Mg-Al-CO3 Layered Double Hydroxides

  • Song, Xiulan;Wu, Yuhong
    • Bulletin of the Korean Chemical Society
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    • 제35권6호
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    • pp.1817-1824
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    • 2014
  • The adsorption characteristics of chromium (VI) and phosphate on calcined Mg-Al-$CO_3$ layered double hydroxides (CLDH) were investigated in single and binary systems. A series of batch experiments were performed to study the influence of various experimental parameters. In this study, CLDH exhibited a high adsorption capacity for Cr (VI) and P in a single system. The experimental data were close to the theoretical adsorption capacity given by the Langmuir isotherm, the calculating adsorption capacities of Cr (VI) and P were up to 70.42 mg/g and 97.09 mg/g, respectively. It was found that the initial pH was approximately 6 and it took 24 h to reach equilibrium when P and Cr (VI) were added simultaneously. The experimental data were best fitted by a pseudo-second-order kinetics model. Competitive adsorption between Cr (VI) and P existed in the binary system. The presence of Cr (VI) had no significant influence on P adsorption. However, the suppression of Cr (VI) adsorption was obvious when the initial concentration of P was up to 10 mg/L with a concentration of 0.5 g/L of CLDH.

Behavior of a combined piled raft foundation in a multi-layered soil subjected to vertical loading

  • Bandyopadhyay, Srijit;Sengupta, Aniruddha;Parulekar, Y.M.
    • Geomechanics and Engineering
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    • 제21권4호
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    • pp.379-390
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    • 2020
  • The behavior of a piled raft system in multi-layered soil subjected to vertical loading has been studied numerically using 3D finite element analysis. Initially, the 3D finite element model has been validated by analytically simulating the field experiments conducted on vertically loaded instrumented piled raft. Subsequently, a comprehensive parametric study has been conducted to assess the performance of a combined piled raft system in terms of optimum pile spacing and settlement of raft and piles, in multi-layered soil stratum subjected to vertical loading. It has been found that a combined pile raft system can significantly reduce the total settlement as well as the differential settlement of the raft in comparison to the raft alone. Two different arrangements below the piled raft with the same pile numbers show a significant amount of increase of load transfer of piled raft system, which is in line with the load transfer mechanism of a piled raft. A methodology for the factor of safety assessment of a combined pile raft foundation has been presented to improve the performance of piled raft based on its serviceability requirements. The findings of this study could be used as guidelines for achieving economical design for combined piled raft systems.

혼합형 유체요소와 무한요소를 이용한 3차원 축대칭 유체-구조물-지반 상호작용해석 (3-D Axisymmetric Fluid-Structure-Soil Interaction Analysis Using Mixed-Fluid-Element and Infinite-Element)

  • 김재민;장수혁;윤정방
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1999년도 가을 학술발표회 논문집
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    • pp.257-266
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    • 1999
  • This paper presents a method of seismic analysis for a cylindrical liquid storage structure on/in horizontally layered half.space considering the effects of the interior fluid and exterior soil medium in the frequency domain. To capture the essence of fluid-structure-soil interaction effects effectively, a mixed finite element with two-field (u, p) approximation is employed to model the compressive inviscid fluid, while the structure and soil medium are presented by the 3-D axisymmetric finite elements and dynamic infinite elements. The present FE-based method can be applied to the system with complex geometry of fluid region as well as with inhomogeneous near-field soil medium, since it can directly model both the fluid and the soil. For the purpose of verification, dominant peak frequencies in transfer functions for horizontal motions of cylindrical fluid storage tanks with rigid massless foundation on a homogeneous viscoelastic half.space are compared with those by two different added mass approaches for the fluid motion. The comparison indicates that the Present FE-based methodology gives accurate solution for the fluid-structure-soil interaction problem. Finally, as a demonstration of versatility of the present study, a seismic analysis for a real-scale LNG storage tank embedded in layered half.space is carried out, and its member forces along the height of the structure are compared with those by an added mass approach developed by the present writers.

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Analytical nonlocal elasticity solution and ANN approximate for free vibration response of layered carbon nanotube reinforced composite beams

  • Emrah Madenci;Saban Gulcu;Kada Draiche
    • Advances in nano research
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    • 제16권3호
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    • pp.251-263
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    • 2024
  • This article investigates the free vibration behavior of carbon nanotube reinforced composite (CNTRC) beams embedded using variational analytical methods and artificial neural networks (ANN). The material properties of layered functionally graded CNTRC (FG-CNTRC) beams are estimated using nonlocal parameters modified power-law with different types of CNT distributions through the thickness direction of the beam. Adopting Eringen's nonlocal elasticity theory to capture the small size effects, the nonlocal governing equations are derived and solved using the analytical method. And also, the problem was analyzed using the ANN method. The architecture of the proposed ANN model is 3-9-1. In the experiments, we used 112 different data to predict the natural frequency using ANN. Based on the nonlocal differential constitutive relations of Eringen, the equations of motion as well as the boundary conditions of the beam are derived using Hamilton's principle. The classical beam theory is used to formulate a governing equation for predicting the free vibration of laminated CNTRC beams. According to the experimental results, the prediction ability of the ANN model is very good and the natural frequency can be predicted in ANN without attempting any experiments.

Synthesis of a Series of Long Chain Lamellar Inorganic/Organic Iron(II) Alkylsulfonate Hydrates

  • Park, Seong-Hun
    • 통합자연과학논문집
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    • 제1권2호
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    • pp.76-78
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    • 2008
  • A series of the long-chain iron(II) alkylsulfonate hydrates were synthesized via self-assembly of surfactant alkyl chains in aqueous medium. Reaction of iron(II) salts with n-alkylsulfonate yields lamellar $Fe(CnH2n+1SO3)2{\cdot}4H_2O$. These compounds show a layered structure, as determined by XRD, consisting of alternating organic alkylsulfonate layers and inorganic iron(II) hydrate layers, with interlayer distances of upto 3.2 nm. This lamellar structure may be attributed to the amphiphilic nature of the surfactants, mediating the coordination and H-bionding interactions, and the hydrophobic alkyl chains. An alkyl chain packing of present system are differ from those of similar Cu(II) series, which are attributed from the size of hydrated metal(II) ions.

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지반주기를 고려한 다층지반의 평균전단파속도 추정 방법 평가 (Evaluation of Average Shear-wave Velocity Estimation Methods of Multi-layered Strata Considering Site Period)

  • 김동관
    • 한국지진공학회논문집
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    • 제23권3호
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    • pp.191-199
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    • 2019
  • To calculate proper seismic design load and seismic design category, the exact site class for construction site is required. At present, the average shear-wave velocity for multi-layer soil deposits is calculated by the sum of shear-wave velocities without considering of vertical relationship of the strata. In this study, the transfer function for the multi-layered soil deposits was reviewed on the basis of the wave propagation theory. Also, the transfer function was accurately verified by the finite element model and the eigenvalue analysis. Three methods for site period estimation were evaluated. The sum of shear-wave velocities underestimated the average shear-wave velocities of 526 strata with large deviations. The equation of Mexican code overestimated the average shear-wave velocities. The equation of Japanese code well estimated the average shear-wave velocities with small deviation.

부유 기술을 이용한 위체류 이중정의 개발 (Development of Gastric Retentive Bi-layered Tablet using Floating Drug Delivery System)

  • 박준범
    • 한국산학기술학회논문지
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    • 제16권11호
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    • pp.7549-7554
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    • 2015
  • 본 이 연구의 목적은 부유 기술을 이용하여 제형이 위에 더 오래도록 머무르면서 약물을 지속적으로 방출하는 이중정을 개발하는 것이다. 실험방법으로는 메트포르민을 주 약물로 선정하였는데, 그 이유는 메트포르민은 주로 소장 상부에서만 흡수되는 좁은 흡수 영역 대를 가지고 있는 점, 용해도가 매우 높아 약물 방출을 조절하는 것이 쉽지 않은 점 등 때문이다. 정제의 부유를 위한 가스를 생성하는 부분과 약물의 방출을 조절하는 부분의 간섭을 최소화하기 위해 이중정 타정 기를 사용해 이중정으로 제조하였으며, 정제의 모양, 질량 및 경도를 측정하였고, 부유정의 중요한 요소인 부유 촉발시간과 부유유지 시간을 평가하였다. 또, 약물의 방출 조절을 평가하기 위해 용출시험을 시행하였으며, 그 결과를 시판되고 있는 메트포르민 서방성 제제인 Glucopharge XR$^{(R)}$과 비교평가 하였다. 그 결과, 부유 촉발제인 $NaHCO_3$ 및 약물 방출 조절제인 hydroxypropyl methylcellulose (HPMC)의 사용량에 따라 13초의 부유 촉발시간, 10시간 이상의 부유 유지시간 및 시판 제제와 매우 유사한 약물 방출 거동을 확인할 수 있었다 ($f_2$: 89.6). 결론적으로 메트포르민을 함유한 위 체류 이중정을 성공적으로 개발할 수 있었으며, 그로 인해 메트포르민의 치료효과도 극대화 할 수 있을 것으로 예상된다.

Multi-scale heat conduction models with improved equivalent thermal conductivity of TRISO fuel particles for FCM fuel

  • Mouhao Wang;Shanshan Bu;Bing Zhou;Zhenzhong Li;Deqi Chen
    • Nuclear Engineering and Technology
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    • 제55권3호
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    • pp.1140-1151
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    • 2023
  • Fully Ceramic Microencapsulated (FCM) fuel is emerging advanced fuel material for the future nuclear reactors. The fuel pellet in the FCM fuel is composed of matrix and a large number of TRistructural-ISOtopic (TRISO) fuel particles which are randomly dispersed in the SiC matrix. The minimum layer thickness in a TRISO fuel particle is on the order of 10-5 m, and the length of the FCM pellet is on the order of 10-2 m. Hence, the heat transfer in the FCM pellet is a multi-scale phenomenon. In this study, three multi-scale heat conduction models including the Multi-region Layered (ML) model, Multi-region Non-layered (MN) model and Homogeneous model for FCM pellet were constructed. In the ML model, the random distributed TRISO fuel particles and coating layers are completely built. While the TRISO fuel particles with coating layers are homogenized in the MN model and the whole fuel pellet is taken as the homogenous material in the Homogeneous model. Taking the results by the ML model as the benchmark, the abilities of the MN model and Homogenous model to predict the maximum and average temperature were discussed. It was found that the MN model and the Homogenous model greatly underestimate the temperature of TRISO fuel particles. The reason is mainly that the conventional equivalent thermal conductivity (ETC) models do not take the internal heat source into account and are not suitable for the TRISO fuel particle. Then the improved ETCs considering internal heat source were derived. With the improved ETCs, the MN model is able to capture the peak temperature as well as the average temperature at a wide range of the linear powers (165 W/cm~ 415 W/cm) and the packing fractions (20%-50%). With the improved ETCs, the Homogenous model is better to predict the average temperature at different linear powers and packing fractions, and able to predict the peak temperature at high packing fractions (45%-50%).