A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Numerical Simulation of Squeezed Branch and Plate Pile Subjected to Vertical and Lateral Loads
Based on the theoretical analysis results, the bearing behavior of squeezed and branch pile under vertical load and lateral load was analyzed in this paper. The mean works include the influence of vertical load on the pile lateral bearing capacity and influence of the lateral load on the vertical load bearing capacity. The factors influence the bearing capacity of pile such as elastic modulus of soil around and under pile bottom, pile length, plate position are also analyzed.
Numerical Simulation of Squeezed Branch and Plate Pile Subjected to Vertical and Lateral Loads
Based on the theoretical analysis results, the bearing behavior of squeezed and branch pile under vertical load and lateral load was analyzed in this paper. The mean works include the influence of vertical load on the pile lateral bearing capacity and influence of the lateral load on the vertical load bearing capacity. The factors influence the bearing capacity of pile such as elastic modulus of soil around and under pile bottom, pile length, plate position are also analyzed.
Numerical Simulation of Squeezed Branch and Plate Pile Subjected to Vertical and Lateral Loads
Advanced Materials Research ; 926-930 ; 597-600
2014-05-23
4 pages
Article (Journal)
Electronic Resource
English
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