Assessments of dimensionless pile stiffness for embedded piled raft foundations in soft clays under vertical loads

淡江大學機構典藏 > 工學院 > 土木工程學系暨研究所 > 會議論文 > Item 987654321/126184

jsp.display-item.identifier=請使用永久網址來引用或連結此文件: https://tkuir.lib.tku.edu.tw/dspace/handle/987654321/126184

题名:	Assessments of dimensionless pile stiffness for embedded piled raft foundations in soft clays under vertical loads
作者:	Chang, D.W.;Lin, J.H.;Lin, Y.K.;Lu, F.C., Kuo;C, J.;Zhussupbekov, A.
日期:	2023-08-14
上传时间:	2024-09-13 12:05:42 (UTC+8)
摘要:	Three-dimensional finite element analysis has been widely used in foundation design. For the efficiency of computations, simplified analysis treating the soils by series of springs were suggested in many design practice. For piled raft foundation, the coefficients of subgrade reactions and the pile stiffness are thus important to the design analysis. This paper intends to discuss the values of coefficients of pile reactions and/or pile stiffness for the embedded piled raft foundations in soft clays subjected to vertical uniform loads. Dimensionless pile displacements, pile reactions, and coefficient of pile reactions were suggested. Their correlations with the ratio of foundation embedment depth to raft size, the slenderness ratio of pile, and the ratio of pile-to-pile spacing distance to pile diameter were examined. Finally the optimized correlation diagrams were reported while a simple modelling was able to verify the suggestion.
關聯:	Smart Geotechnics for Smart Societies, p.10
显示于类别:	[土木工程學系暨研究所] 會議論文

文件中的档案:

没有与此文件相关的档案.

在機構典藏中所有的数据项都受到原著作权保护.

TAIR相关文章