A platform for research: civil engineering, architecture and urbanism
Parameter Analysis of Foundation Settlement Considering Interaction between the Pile and Soil
The assignment is using Drucker-prager elastic-plastic constitutive model for vertical load to analysis the interface behavior between soil and pile materials. Through the parameter analysis, in actual projects, the pile diameter and properties of pile endpoint soil have definite influences upon stress distribution and deformation of foundation. The conclusions obtained here could be taken for reference by similar projects.
Parameter Analysis of Foundation Settlement Considering Interaction between the Pile and Soil
The assignment is using Drucker-prager elastic-plastic constitutive model for vertical load to analysis the interface behavior between soil and pile materials. Through the parameter analysis, in actual projects, the pile diameter and properties of pile endpoint soil have definite influences upon stress distribution and deformation of foundation. The conclusions obtained here could be taken for reference by similar projects.
Parameter Analysis of Foundation Settlement Considering Interaction between the Pile and Soil
Applied Mechanics and Materials ; 204-208 ; 680-683
2012-10-26
4 pages
Article (Journal)
Electronic Resource
English
Parameter Analysis of Foundation Settlement Considering Interaction between the Pile and Soil
British Library Conference Proceedings | 2012
|British Library Online Contents | 2017
|Interaction between pile foundation and soil
British Library Online Contents | 2007
|Interaction between pile foundation and soil
Online Contents | 2007
|