Title: Pile-soil Stress Ratio of Piled Composite Ground Under Geosynthetics-reinforced Embankment
Abstract: More and more geosynthetics-reinforced and pile-supported embankments are being constructed.The composite soil mass within the influence scope of single pile was taken as a simple model,and the assumption that the geosynthetics above the soil between piles deforms as a paraboloid after the loading of the overlying soil was made.After taking into account the action of the geosynthetics to the pile top,by establishing the global equilibrium equation,the analytic solution of the pile-soil stress ratio of piled composite foundation was obtained.The example verified that the solution presented in this paper is reasonable and reliable.Finally,the influence of each parameter on the pile-soil stress ratio was analyzed and some variation laws were obtained.
Publication Year: 2007
Publication Date: 2007-01-01
Language: en
Type: article
Access and Citation
AI Researcher Chatbot
Get quick answers to your questions about the article from our AI researcher chatbot