international journal of civil engineering سال:2018 - دوره:16

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international journal of civil engineering
سال:2018 - دوره:16 - شماره:10

a simplified approach for axial response of single precast concrete piles in cement-treated soil - صفحه:1491-1501 analysis of displacement response of the ermenek dam monitored by an integrated geodetic and pendulum system - صفحه:1279-1291 analysis of negative skin-friction on single piles by one-dimensional consolidation model test - صفحه:1445-1461 analytical model for natural frequency of sdof system considering soil–pile–structure interaction - صفحه:1399-1411 centrifuge model test on unsaturated expansive soil slopes with cyclic wetting–drying and inundation at the slope toe - صفحه:1341-1360 consolidation behavior of structured clayey soils: a case study on shiraz fine alluvial strata - صفحه:1435-1444 critical tendon bond length for prestressed ground anchors in pullout performance tests conducted in sand - صفحه:1329-1340 development of a risk-based methodology for rock slope analysis - صفحه:1317-1328 discrete element modeling of drained triaxial test: flexible and rigid lateral boundaries - صفحه:1463-1474 effects of landfill leachate on mechanical behaviour of adjacent soil: a case study of saravan landfill, rasht, iran - صفحه:1503-1513 experimental and numerical analysis of xcc pile-geogrid foundation for existing expressway under traffic load - صفحه:1371-1388 field tests on influencing factors of negative skin friction for pile foundations in collapsible loess regions - صفحه:1413-1422 numerical and experimental study of the optimal location of concrete piles in a saturated sandy slope - صفحه:1293-1301 properties of drained shear strength of expansive soil considering low stresses and its influencing factors - صفحه:1389-1398 spt–cptu correlations and liquefaction evaluation for the island and tunnel project of the hong kong–zhuhai–macao bridge - صفحه:1423-1434 stability evaluation of un-braced cuts - صفحه:1361-1369 stiffness degradation and damping ratio of sand-gravel mixtures under saturated state - صفحه:1261-1277 the efficiency of the ability of isolation piles to control the deformation of tunnels adjacent to excavations - صفحه:1475-1490 the influence of dynamic replacement method on the adjacent soil - صفحه:1515-1522 thermal regime analysis and protective measure evaluation for wide embankment in permafrost regions of qinghai-tibet plateau - صفحه:1303-1316