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Analysis of sloping elastic pile under arbitrary loads by line-loaded integral equation method

โœ Scribed by Yun Tianquan

Book ID
105583395
Publisher
Springer
Year
1999
Tongue
English
Weight
386 KB
Volume
20
Category
Article
ISSN
0253-4827

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In a piled raft, the length and arrangement of piles has a significant effect on the stresses and deflections of the raft. The use of piles with different dimensions and properties below a raft is an innovative concept and can optimize the design of a piled raft. In this study, an integral equation