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各个行业的工程师和科研人员都在使用多物理场仿真来研发创新的产品设计和流程。他们在 COMSOL 用户年会上展示了丰富的技术论文和演示文稿，您可以从他们的研究成果中寻找灵感。欢迎访问以下链接浏览精选文章，您也可以使用“快速搜索”工具来查找特定的演示文稿，或按应用领域进行过滤。
查看 COMSOL 用户年会 2018 论文集

Geophysics and Geomechanicsx

Modeling Self-Potential Effects during Reservoir Stimulation in Enhanced Geothermal System new

G. Perillo[1], A. Monetti[2], A. Troiano[2], M. G. Di Giuseppe[2], C. Troise[2], G. De Natale[2]
[1]University of Naples Parthenope, Naples, Italy
[2]INGV-Osservatorio Vesuviano, Naples, Italy

Geothermal systems represent a large resource that can provide, with a reasonable investment, a very high and ... 扩展阅读

3D Modeling of Fracture Flow in Core Samples Using ?-CT Data

S. Hoyer[1], U. Exner[2], M. Voorn[1], A. Rath[3]
[1]Department of Geodynamics and Sedimentology, University of Vienna, Austria
[2]Museum of Natural History, Vienna, Austria
[3]OMV ESG-D Production Geology, Vienna, Austria

Knowledge on flow behavior in fractured reservoir rocks is of great interest in petroleum engineering as well ... 扩展阅读

Assessment of Spatial Variably Saturated Flow by Irrigation Moisture Sensors in 2-Dimensions using the COMSOL Multiphysics 4.1

A. Boluwade, and C. A. Madramootoo
Bioresources Engineering, McGill University
Ste. Anne De Bellevue, QC
Canada

This paper reports on the application of COMSOL Multiphysics’ Richard\'s Equation Interface in the assessment ... 扩展阅读

Oscillatory Thermal Response Test (OTRT) – An Advanced Method for Gaining Thermal Properties of the Subsurface

P. Oberdorfer[1]
[1]Georg-August-Universität Göttingen, Göttingen, Germany

Thermal Response Tests (TRTs) are the state-of-the-art method to obtain the thermal conductivity of the ... 扩展阅读

Pore-Scale Modeling of Immiscible Two-Phase Flow in Predominantly 2D Microfluidic Porous Domains

A. Dollari [1], A. Yiotis [1], I. Zarikos [2], N. Karadimitriou [2], S.M. Hassanizadeh [2],
[1] Enviromental Research Laboratory, NCSR "Demokritos", Athens, Greece
[2] Environmental Hydrogeology Group, Utrecht University, The Netherlands

Immiscible two-phase flow in porous materials is a process of significant scientific and applied interest ... 扩展阅读

Hydro-Mechanical Modelling of Infiltration Test for a Bentonite-Sand Mixture: Model Verification and Parameter Identification

M. Hasal[1], R. Hrtus[1], Z. Michalec[1], R. Blaheta[1]
[1]Institute of Geonics AS CR, Ostrava, Czech Republic

The first aim of our work is to create a hydro-mechanical model (HM) of unsaturated fluid flow in bentonite ... 扩展阅读

Modeling of Biocalcification in Non-Saturated Conditions

B. Courcelles [1], C. Raymond-Poirier [1],
[1] École Polytechnique de Montréal, Montréal, QC, Canada

In the context of increasing demographic pressures around the world, soil improvement techniques constitute ... 扩展阅读

3D Modeling of the In-Situ Stress Field in Nordland, Northern Norway

S. Gradmann [1], Y. Maystrenko [1], M. Keiding [1], O. Olesen [1],
[1] Geological Survey of Norway, Trondheim, Norway

Investigating the unusual neotectonic activity in northern Norway provides a number of challenges since both ... 扩展阅读

Inverse Analysis of Soil Parameters Based on Deformation of a Bank Protection Structure

Y. Xing [1], R. Hu [2], Q. Liu [1],
[1] Geoscience Centre, University of Goettingen, Goettingen, Germany
[2] School of Earth Science and Engineering, Hohai University, Nanjing, China

Deformation prediction is an important part of the structure stability analysis. However, the deformation of ... 扩展阅读

Using COMSOL for the Transport Modelling of Some Special Cases in a Bentonite Buffer in a Final Repository for Spent Nuclear Fuel

M. Olin[1], V-M. Pulkkanen[1], A. Seppälä[1], T. Saario[1], A. Itälä[1], M. Tanhua-Tyrkkö[1], and M. Liukkonen[1]

[1]VTT, Technical Research Centre of Finland, Espoo, Finland

The bentonite barrier is an essential part of a safe spent fuel repository in granitic bedrock. In this work ... 扩展阅读

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