New Prospects in Geotechnical Engineering Aspects of Civil Infrastructures

1.Numerical Simulation and Parametric Study of a Single Pile in Clay Layer to Examine the Effect of Loading on Settlements and Skin Friction Distribution.- 2.Study on Low-Strength Biocemented Sands Using a Temperature-controlled MICP  (Microbially Induced Calcite Precipitation) method.- 3.Curing Behaviour of Lightly Solidified Clays Monitored with Bender Element and Electrical Conductivity Measurements.- 4.Effect of grain content on the sandstone properties  using biconcave bond model of DEM.- 5.Numerical Modeling of Embankment Settlement over Soft Soils.- 6.Impact Analysis of Metro Tunnel Construction on Groundwater Flow in Nanchang,China.- 7.Boundary Effects of Pile Cap on the Integrity Testing of Group Piles.- 8.Soft Soil Improvement using Rigid Inclusions: Toward an Application for Transport Infrastructure Construction in Vietnam.- 9.Mechanical and Deformation Properties of Deep Foundation Pit Supporting System Subjected to Asymmetric Loadings.- 10.Modelling Linear Viscoelastic Behaviour of Kanpur Local Soil Using Prony Series, Parameter Fitting.- 11.A Macroelement Approach for Non-linear Response of Offshore Skirted Footings.- 12.The Effect of Using Desert Sands and Cement to Stabilize The Base Course Layer of Roads in Libya.- 13.Shaft Capacity Assessment of Recharge Impulse Technology Piles.- 14.Mechanistic Analysis of Subgrade Soil Reinforced with Modified Jute Geotextile.- 15.A Parametric Study of Deep Mixing Columns and Fibre Reinforced Load Transfer Platform Supported Embankments.- 16.Flexural Behavior of RC Two Way Slabs Made with Crushed Melted Bricks as Coarse Aggregate.- 17.A Novel Finite Element Model for Modeling Pile Dynamics.- 18.The Spectral Finite Element Method for Simulating Wave Propagation in Viscoelastic Soils.- 19.Train Internal Noise due to Wheel-Rail Interaction.- 20.Sustainable Use of Reclaimed Ballast Rejects for Construction ofRail