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作者:

Chen, Yuan-Qiang (Chen, Yuan-Qiang.) | Yang, Yong-Tao (Yang, Yong-Tao.) | Zheng, Hong (Zheng, Hong.) (学者:郑宏) | Li, Wei (Li, Wei.) | Lin, Shan (Lin, Shan.)

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摘要:

The unsaturated seepage problem involves many fields, such as geotechnical engineering, hydraulic engineering and environmental engineering. So it is of great significance to simulate the unsaturated flow reasonably and effectively. Based on the cover system of numerical manifold method (NMM), a NMM discrete form is established to solve the Richards equation for the unsaturated flow. Compared with finite element method (FEM), NMM is more flexible in the preprocessing, and more adaptable to complex boundary conditions. By introducing the under-relaxation technique and the lumped mass matrix, the numerical oscillation is eliminated. Through the simulations of 1D and 2D unsaturated seepage problems, the validity and reliability of the proposed algorithm are verified. © 2019, Editorial Office of Chinese Journal of Geotechnical Engineering. All right reserved.

关键词:

Fluid mechanics Geotechnical engineering Numerical methods Numerical models Oscillating flow Seepage Shore protection Solute transport

作者机构:

  • [ 1 ] [Chen, Yuan-Qiang]State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan; 430071, China
  • [ 2 ] [Chen, Yuan-Qiang]University of Chinese Academy of Sciences, Beijing; 100049, China
  • [ 3 ] [Yang, Yong-Tao]State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan; 430071, China
  • [ 4 ] [Zheng, Hong]State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan; 430071, China
  • [ 5 ] [Zheng, Hong]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Li, Wei]State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan; 430071, China
  • [ 7 ] [Li, Wei]University of Chinese Academy of Sciences, Beijing; 100049, China
  • [ 8 ] [Lin, Shan]State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan; 430071, China
  • [ 9 ] [Lin, Shan]University of Chinese Academy of Sciences, Beijing; 100049, China

通讯作者信息:

  • [yang, yong-tao]state key laboratory of geomechanics and geotechnical engineering, institute of rock and soil mechanics, chinese academy of sciences, wuhan; 430071, china

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来源 :

Chinese Journal of Geotechnical Engineering

ISSN: 1000-4548

年份: 2019

期: 2

卷: 41

页码: 338-347

被引次数:

WoS核心集被引频次: 0

SCOPUS被引频次: 10

ESI高被引论文在榜: 0 展开所有

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