STUDY ON SIMPLE APPROACH FOR BEHAVIOR OF PILED RAFT FOUNDATION
Tsutomu Tsuchiya, Toshiaki Nagao, Hiroshi NAGAI
Abstract
Open-access reader
Tsutomu Tsuchiya, Toshiaki Nagao, Hiroshi NAGAI
Abstract
Open-access reader
A simple approach for calculating the behavior of piled raft foundations subjected to a vertical load in homogeneous soils is investigated. The vertical stiffness (Kana) and the pile head load ratio (Ψana) of piled raft foundations were clarified based on parametric studies by the hybrid method, and these values were compared with the results using the AIJ formula. As a result, we presented the new simple method for quickly and easily calculating the vertical stiffness (Kcal) and the pile head load ratio (Ψcal) of piled raft foundations which have various parameters.
A significance statement is not available in the OpenAlex record.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
A simple approach for calculating the behavior of piled raft foundations subjected to a vertical load in homogeneous soils is investigated. The vertical stiffness (Kana) and the pile head load ratio (Ψana) of piled raft foundations were clarified based on parametric studies by the hybrid method, and these values were compared with the results using the AIJ formula. As a result, we presented the new simple method for quickly and easily calculating the vertical stiffness (Kcal) and the pile head load ratio (Ψcal) of piled raft foundations which have various parameters.
Key concepts: Raft, Pile, Parametric statistics, Stiffness, Geotechnical engineering, Foundation (evidence), Structural engineering, Simple (philosophy)