international journal of civil engineering سال:2019 - دوره:17

Fa | Ar | En


international journal of civil engineering
سال:2019 - دوره:17 - شماره:6

analytical method for prediction of progressive deformation mechanism of existing piles due to excavation beneath a pile-supported building - صفحه:751-763 assessment of ground improvement by vibro-compaction method for liquefiable deposits from in-situ testing data - صفحه:723-735 bearing capacity and uneven settlement of consecutively constructed adjacent footings rested on saturated sand using model tests - صفحه:737-749 behavior of geogrid reinforced and unreinforced non-connected pile raft foundation - صفحه:709-722 construction and performance of the karkheh dam complementary cut-off wall: an innovative engineering solution - صفحه:859-869 deformation of compressible layers below pile foundations of a high-speed railway - صفحه:881-895 effect of inherent anisotropy on the behavior of fine-grained cohesive soils - صفحه:687-697 effect of sampling interval on the scale of fluctuation of cpt profiles representing random fields - صفحه:871-880 effects of wet–dry cycle on the shear strength of a sandstone–mudstone particle mixture - صفحه:921-933 experimental studies on effect of load repetition on dynamic characteristics of saturated ahmedabad cohesive soil - صفحه:781-792 experimental study on unconfined compressive and cyclic behaviors of mucky silty clay with different clay contents - صفحه:841-857 field investigation of maximum dynamic shear modulus of clay deposit using seismic piezocone - صفحه:699-708 influence of depositional method on dynamic properties of granular soil - صفحه:907-920 laboratory simulation of aeration on municipal solid waste from barmshoor landfill - صفحه:897-906 load sharing and carrying mechanism of piles in non-connected pile rafts using a numerical approach - صفحه:793-808 numerical modelling and experimental monitoring of a full-scale diaphragm wall - صفحه:659-672 physical and numerical modeling of piled raft foundation in chamkhaleh sand - صفحه:765-779 prediction and analysis of behaviour of laterally loaded single piles in improved gravel soil - صفحه:809-822 the effect of rigidity of reinforced stone columns on bearing capacity of strip footings on the stabilized slopes - صفحه:673-685 two-dimensional dynamic analysis of alluvial valleys subjected to vertically propagating incident sh waves - صفحه:823-839