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زمین شناسی مهندسی
  
سال:2018 - دوره:12 - شماره:
  
 
a finite element model for simulating flow around a well with helically symmetric perforations
- صفحه:159-188
  
 
a numerical approach on bearing capacity of drilled shafts embedded in clay
- صفحه:85-106
  
 
forecasting surface settlement caused by shield tunneling using ann-bbo model and anfis based on clustering methods
- صفحه:55-84
  
 
influence of waste tire chips on steady state behavior of sand
- صفحه:189-212
  
 
investigating the effect of face pressure on ground settlement in tunneling with earth pressure balance (epb) shield (case study: qom metro line a)
- صفحه:107-134
  
 
prediction of tunnelling-induced surface settlement with artificial neural networks, case study: mashhad subway tunnel
- صفحه:135-158
  
 
study of loose soil layer effects on excavations supported by steel sheet pile walls-a numerical study
- صفحه:31-54
  
 
studying the effect of roughness on soil-geotextile interaction in direct shear test
- صفحه:1-30
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