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

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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