|Title:||Analysis of pile group and pile cap using elasticity theory|
|Subject:||Piling (Civil engineering)|
Hong Kong Polytechnic University -- Dissertations
Department of Civil and Structural Engineering
|Pages:||89,  leaves : ill. ; 30 cm|
|Abstract:||The objective of this dissertation is to study the pile settlement and pile load in a pile group and the internal forces in pile group. The analysis of pile group is carried out by the elastic theory by Poulos. The pile interaction effects obtained are then incorporated into a pile cap analysis program and the effects of uncoupled and coupled pile group effects are then considered. To achieve this aim, two existing software have to be modified. The main works for this project dissertation are as follows: Clear all the known bugs in the pile group analysis program. Analysis of floating pile in finite soil layer depth is added into the analysis of pile group with flexible cap and rigid cap. Modify a plate analysis program to consider the coupling effect of the pile group. It is found that the coupling effect of pile group has a significant effect on the evaluation of pile settlement and on the internal force in the pile cap. It can be concluded that pile group interaction effects is very important in the analysis of the pile cap.|
Files in This Item:
|b15691202.pdf||For PolyU Staff & Students||6.94 MB||Adobe PDF||View/Open|
As a bona fide Library user, I declare that:
- I will abide by the rules and legal ordinances governing copyright regarding the use of the Database.
- I will use the Database for the purpose of my research or private study only and not for circulation or further reproduction or any other purpose.
- I agree to indemnify and hold the University harmless from and against any loss, damage, cost, liability or expenses arising from copyright infringement or unauthorized usage.
By downloading any item(s) listed above, you acknowledge that you have read and understood the copyright undertaking as stated above, and agree to be bound by all of its terms.
Please use this identifier to cite or link to this item: