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   International Journal Of Civil Engineering   
سال:2019 - دوره:17 - شماره:12


  tick  A Study On Failure Surface Of Helical Anchors In Sand By Piv/Dic Technique - صفحه:1813-1827

  tick  An Investigation Into The Compressibility And Lateral Stresses Of Sand–Carpet Mixtures Using A Large Oedometer Apparatus - صفحه:1931-1940

  tick  Analysis Of Rockfall Hazards Based On The Effect Of Rock Size And Shape - صفحه:1919-1929

  tick  Comparison Of Shear Wave Velocity Prediction Models To Yangtze River Deltaic Sediments Based On Piezocone Test Data - صفحه:1845-1858

  tick  Correction To: Load–Displacement Behavior Of Driven Piles In Sand Using Cpt-Based Stress And Strain Fields - صفحه:1971-1971

  tick  Direct Shear Test For Coarse Granular Soil - صفحه:1871-1878

  tick  Experimental And Numerical Study On Failure Modes And Shear Strength Parameters Of Rock-Like Specimens Containing Two Infilled Flaws - صفحه:1895-1908

  tick  Experimental–Numerical Investigation Of Embedment Effect On Foundation Behavior Under Vertical Loading - صفحه:1951-1969

  tick  Investigating The Effect Of Soil Type On Non-Linear Response Spectrum Using Wavelet Theory - صفحه:1909-1918

  tick  Load–Displacement Behavior Of Driven Piles In Sand Using Cpt-Based Stress And Strain Fields - صفحه:1879-1893

  tick  Reliability-Based Calibration Of Resistance Factors In Lrfd Method For Driven Pile Foundations On Inshore Regions Of Iran - صفحه:1859-1870

  tick  Safety Standard For Slopes Of Ultra-High Earth And Rock-Fill Dams In China Based On Reliability Analysis - صفحه:1829-1844

  tick  Upper Bound Solution Of The Safety Factor For A Shield Tunnel Face Subjected To The Hoek–Brown Failure Criterion - صفحه:1941-1950
 

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