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Author:

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

Indexed by:

EI Scopus PKU CSCD

Abstract:

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.

Keyword:

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

Author Community:

  • [ 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

Reprint Author's Address:

  • [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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Source :

Chinese Journal of Geotechnical Engineering

ISSN: 1000-4548

Year: 2019

Issue: 2

Volume: 41

Page: 338-347

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 12

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 13

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