DEEP FOUNDATIONS
Ji Yin, Jiaqi Wei, Xiang Li, Sihui Xu, Haizhou Yu
SGIDI Engineering Consulting Co Ltd, China
Application of Ultra High Strength Concrete (UHC) Pipe Pile for 200-m super-high-rise building
Andrzej Truty
Cracow University of Technology, Poland
Nonlocal FEM modeling of piles/barrettes as beams embedded in the 3D continuum with extension and its extension to the structural column-plate connections
R. Obrzud
Karakas-Français SA, Switzerland
Computer-aided design of a pile foundation based on prediction from transitory hydro-mechanical simulations
A. Truty
Cracow University of Technology, Poland and ZACE Services, Switzerland
Modeling piles/barettes as 1D inserts in 3D continuum yielding limited mesh dependency effect.
A. Urbański, M. Grodecki, Ł. Cabak
Cracow University of Technology, Poland
Pile systems securing roads against landslide
U. Ekdahl
Ekdahl Geo, Sweden
B. Berggen
Berggren Tech, Sweden
JET GROUTED COLUMNS – A CASE RECORD
Ji Yin
Shanghai Geotechnical Investigation & Design, co, Ltd., GEOFEM, China
Practice of Pile Foundation Treatment Based on ZSOIL.PC
S. Commend
GeoMod ing. conseils SA, Switzerland
Ph. Menétrey
INGPHI SA, Lausanne, Switzerland
3D pile test with loading frame