Open AccessImproving Shallow-Deep Foundation with Reinforcement by Geogrids for Tall Building
Author(s) -
H. E. Al-Laban,
Mohammed K. Fakhraldin
Publication year - 2020
Publication title -
iop conference series. materials science and engineering
Language(s) - English
Resource type - Journals
eISSN - 1757-899X
pISSN - 1757-8981
DOI - 10.1088/1757-899x/901/1/012001
Subject(s) - raft , foundation (evidence) , geotechnical engineering , tower , structural engineering , engineering , materials science , composite material , geography , archaeology , copolymer , polymer
This research has studied the effect of the vertical load, it has acted at the center of the raft foundation and piled raft foundation. Stresses resistance and displacements were significant parts to examine the behavior of improving foundation. These are important parts of life the structure. The study focuses on different cases of the embedded layer in tension zone with concrete grade B20 of (MD/XMD) Tensor SS2 geogrids in raft and piled raft foundation for a tall building in Incheon Tower in South Korea, it was treated to solve those problems. Stresses resistance of raft and piled raft foundation were greater than vertical stress applied of dead and live loads, also the stress value of XMD was greater than the value of MD.