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  Examples of engineering services 
  
 
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            |  |  Geotechnical Finite element Elastoplastic Analysis Software (GeoFEAS)2D | 
          
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                  | Embankment 
 
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                  | Number of nodes=1260 / Number of stages=6 Beam elements are used. / 2D ordinary model
 
 
 
 
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                  | Analysis of earth retaining works in adjacent construction |  
                  | Number of nodes=1260 / Number of stages=6 Live load exists. / Beam elements are used. / 2D ordinary model
 
 
 
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                  | Liquefaction analysis |  
                  | Number of nodes=5809 / Number of stages=1 Beam elements are not used. / 2D Liquefaction analysis model
 
 
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            |  |  Geotechnical Finite element Elastoplastic Analysis Software (GeoFEAS)3D | 
          
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                  | Pile foundation analysis |  
                  | Number of nodes=2180 / Number of stages=2 Beam elements are not used. / 3D ordinary model
 
 
 
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                  | Bridge and Tunnel analysis |  
                  | Number of nodes=10347 / Number of stages=2 Beam elements are not used. / 3D ordinary model
 
 
 
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            |  |  Dynamic effective stress analysis for ground (UWLC) | 
          
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                  | Embankment |  
                  | Number of nodes=2440 / Number of stages=1 Ground surface inclines / No surcharge load / Only solid model / 2D ordinary model / Effective stress analysi
 
 
 
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                  | Box culvert |  
                  | Number of nodes=1103 / Number of stages=1 No ground surface inclination / No surcharge load / Solid model, beam model / 2D ordinary model
 
 
 
 
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            |  |  3-D slope stability analysis (LEM) | 
          
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                  | Number of nodes=3500 / Number of stages=1 Water table exists
 
 
 
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                  | Number of nodes=296 / Number of stages=1 Arbitrary water pressure is considered. / Ordinary model
 
 
 
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            |  |  3D seepage analysis (VGFlow) | 
          
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                  | Analysis of influence on levee by rainfall |  
                  | Number of nodes=738 / Number of stages=1 Surcharge load is considered (rainfall boundary, water variation boundary) / Solid model only / 2D ordinary model / Unsteady analysis
 
 
 
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                  | 3D excavation |  
                  | Number of nodes=18,766 / Number of stages=1 No ground surface inclination / No surcharge load / 3D ordinary model /
                  Solid model only / Steady analysis
 
 
 
 
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