Load and Settlement of Pile-Raft Foundation at Post Consolidation from 3D FEM Analysis
學年 104
學期 1
發表日期 2015-11-09
作品名稱 Load and Settlement of Pile-Raft Foundation at Post Consolidation from 3D FEM Analysis
作品名稱（其他語言）
著者 Chang, Der-Wen; Lin, Wei-Chen; Liu, C.H.; Lu, Chih-Wei
作品所屬單位
出版者
會議名稱 The 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering
會議地點 Fukuoka, Japan
摘要 Load and settlement behaviors of a numerical pile-raft foundation in soft soils after the consolidation are presented in this paper. Modified Cam Clay (MCC) model was adopted to model the soil behaviors. Three dimensional FEM analysis based on MIDAS-GTS program was conducted in the study. The influences of pile-to pile spacing distance and pile length as well as soil model parameters were monitored. It generally finds that the trend of the load distribution and settlements of piles and raft are dependent of these effects. A post consolidation analysis for a pile-raft foundation under the loads could be suggested for the long-term condition of the foundation.
關鍵字 pile-raft foundation;load;settlement;3D FEM analysis
語言 en
收錄於
會議性質 國際
校內研討會地點 無
研討會時間 20151109~20151113
通訊作者
國別 JPN
公開徵稿
出版型式
出處 Proceedings of The 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering
相關連結

機構典藏連結 ( http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/108800 )