Sustainability Issues for the Deep Foundations: Proceedings of the 2nd GeoMEast International Congre

1.Earth pressure distribution on rigid pipes overlain by tda inclusion.- 2.Dynamic nonlinear horizontal resistance of pile group considering soil types and pile-soil contact conditions.- 3.Response of four pile group subjected to eccentric loading.- 4.Negative skin friction distribution on a single pile - numerical analysis.- 5.The proposed use of generalized regression neural network to predict the entire static load test.- 6.Case study: micropiles as integral part of an alternative slope stabilization system.- 7.Experimental study on the behavior of pile and soil at the frost condition.- 8.Analysis of driven pile bearing capacity results by static and dynamic load tests.- 9.Bearing capacity of an incompletely end-supported pile based on rigid plastic finite element method (rpfem).- 10.Influence of cap rigidity on the performance of piled-cap foundation.- 11.Geotechnical issues of testing piles on construction site of astana.- 12.An appraisal of pile capacity interpretation methods using model piles.- 13.Being behaviors and reasonable rock-socketed depth of bridge pile foundation in karst areas.- 14.Analytical approaches to predict pile settlement in london clay.- 15.Energy formulation for axial pile head stiffness in inhomogeneous soil.- 16.Indirect in-situ tests during the execution of deep foundations: relating the excavation energies to the young moduli of the surrounding soils.- 17.Vibration wave displacement introduced for driving steel pipe and h-piles.- 18.Development of negative skin friction and dragloads on piles and pile groups in soft clay.- 19.Shaft resistance of displacement piles in overconsolidated cohesionless soils.- 20.Influence of exposure temperature on shaft capacity of steel piles in ice-poor and ice-rich frozen soils.- 21.Effect of scour depth on ultimate capacity and settlement of piled foundation.