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

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

A Study On Failure Surface Of Helical Anchors In Sand By Piv/Dic Technique - صفحه:1813-1827 An Investigation Into The Compressibility And Lateral Stresses Of Sand–Carpet Mixtures Using A Large Oedometer Apparatus - صفحه:1931-1940 Analysis Of Rockfall Hazards Based On The Effect Of Rock Size And Shape - صفحه:1919-1929 Comparison Of Shear Wave Velocity Prediction Models To Yangtze River Deltaic Sediments Based On Piezocone Test Data - صفحه:1845-1858 Correction To: Load–Displacement Behavior Of Driven Piles In Sand Using Cpt-Based Stress And Strain Fields - صفحه:1971-1971 Direct Shear Test For Coarse Granular Soil - صفحه:1871-1878 Experimental And Numerical Study On Failure Modes And Shear Strength Parameters Of Rock-Like Specimens Containing Two Infilled Flaws - صفحه:1895-1908 Experimental–Numerical Investigation Of Embedment Effect On Foundation Behavior Under Vertical Loading - صفحه:1951-1969 Investigating The Effect Of Soil Type On Non-Linear Response Spectrum Using Wavelet Theory - صفحه:1909-1918 Load–Displacement Behavior Of Driven Piles In Sand Using Cpt-Based Stress And Strain Fields - صفحه:1879-1893 Reliability-Based Calibration Of Resistance Factors In Lrfd Method For Driven Pile Foundations On Inshore Regions Of Iran - صفحه:1859-1870 Safety Standard For Slopes Of Ultra-High Earth And Rock-Fill Dams In China Based On Reliability Analysis - صفحه:1829-1844 Upper Bound Solution Of The Safety Factor For A Shield Tunnel Face Subjected To The Hoek–Brown Failure Criterion - صفحه:1941-1950