The Analysis of Long Pile for Piled Raft Foundation Reinforcement

Yan Sun; Man Yang

doi:10.4028/www.scientific.net/AMR.1065-1069.223

Paper Titles

Study on Algorithm of Improved Modified Cambridge Model Calculation Accuracy
p.204

Study on the Predominant Outward Joints Influence on the Stability of High Slope
p.208

Tests on Effects of Loading Rate on Modulus and Strength of Sandstone
p.214

The Acid Modification Method to Reduce the Loess Liquefaction Potential
p.219

The Analysis of Long Pile for Piled Raft Foundation Reinforcement
p.223

The Effect on the Stress Distribution of the Slope for Rock and Soil Characteristics
p.227

The Influence of Cross Section Geometric Shape on the Slope Stability
p.232

The Limit Equilibrium Method in the Application of Earth-Rock Fill Dams Reinforcement
p.236

The PFC^2DSimulation of the Slope Stability
p.240

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069The Analysis of Long Pile for Piled Raft...

The Analysis of Long Pile for Piled Raft Foundation Reinforcement

Abstract:

For high-rise buildings piled raft foundation reinforcement, use ANSYS to establish the piled raft foundation complement pile reinforcement model which is called long-short-piled raft foundation. Parameters of complement pile respectively from the aspects of pile length and pile diameter for change, study its effect on piled raft foundation vertical bearing performance. Provide certain reference value for practical engineering.