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   jordan journal of civil engineering   
سال:2017 - دوره:11 - شماره:3


  tick  A study to improve clay soil by using calcite additive in ceramic tile manufactory - صفحه:346-362

  tick  Compressive strength of concrete using construction demolition waste,glass waste,superplasticizer and fiber - صفحه:455-472

  tick  Determining the upgrades and design speeds that two-lane highways don’t require climbing lanes - صفحه:447-454

  tick  Experimental study of local scour downstream of cylindrical bridge piers - صفحه:363-372

  tick  Failure mode identification of reinforced concrete coupling beams - صفحه:398-407

  tick  Fire resistance performance of recycled aggregate concrete columns with different concrete compressive strengths - صفحه:424-438

  tick  Natural volcanic tuff for sustainable concrete industry - صفحه:408-423

  tick  Numerical determination of end bearing capacity of drilled shafts in sand - صفحه:501-511

  tick  Performance of fiber-reinforced concrete sandwiched in double skinned plated composite beams - صفحه:439-446

  tick  Prophecy of plate load test response from theory of elasticity solution and CBR test - صفحه:335-345

  tick  Reliability assessment of BS 8110 (1997) ultimate limit state design requirements for reinforced concrete columns - صفحه:512-524

  tick  Shape optimization of innovation cold-formed steel columns under uniaxial compressive loading - صفحه:473-489

  tick  Site suitability index (SSI) model to delineate and assess suitability of rainwater runoff basins in Jal Alzor heights,Kuwait - صفحه:386-397

  tick  Size effect on fracture properties of self-compacting concrete beams using DIC technique - صفحه:490-500

  tick  Sustainable use of water resources for jafer basin (South of Jordan) using mathematical modeling and GIS tools - صفحه:373-385
 

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