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