A study on subsoil and pile reactions of embedded piled raft foundations in sandy soils under vertical loads
學年 113
學期 2
出版(發表)日期 2025-03-05
作品名稱 A study on subsoil and pile reactions of embedded piled raft foundations in sandy soils under vertical loads
作品名稱(其他語言)
著者 Der-Wen Chang; Shih-Hao Cheng; Min-Chi Chiu; Louis Ge
單位
出版者
著錄名稱、卷期、頁數 KSCE Journal of Civil Engineering 29(10)
摘要 This study investigated the load-settlement mechanism of embedded piled raft foundations in sandy soils (ranging from loose to low medium dense sands) under vertically uniform loads through a series of three-dimensional finite element analyses. The foundation model comprises a square concrete raft, varying in width from 16 to 36 m, and embedded at depths of 8 and 12 m from the ground surface. Concrete piles with a diameter of 1 m and lengths of 20 m and 30 m were installed beneath the raft. The foundation was located in homogeneous sands with shear wave velocities ranging from 150 to 210 m/s. Consequently, the modulus of subgrade reaction of the subsoil and the coefficient of pile reaction were both reported. This study examined and presented alternative dimensionless measures of pile displacements, pile reactions, and corresponding coefficients of pile reactions to facilitate hand calculations. Optimized correlations were suggested using box plots and regression analyses for the dimensionless measures with the non-dimensional design parameters of the foundation. Upon verifying the proposed suggestions on a sample example, we conclude that the proposed method offers a preliminary calculation tool for the design of piled raft foundation design in the studied sands.
關鍵字 dimensionless measures; loose to low medium dense sands; pile reaction; piled raft foundation; soil reaction; vertical loads; Elsevier BV; journal article
語言 en
ISSN 1226-7988
期刊性質 國外
收錄於 SCI
產學合作
通訊作者
審稿制度
國別 KOR
公開徵稿
出版型式 ,電子版
相關連結

機構典藏連結 ( http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/127661 )

SDGS 永續城市與社區,夥伴關係,優質教育,產業創新與基礎設施