A Simplified Numerical Method of Composite Foundation for the Circular Basis

Xiao Wen Liu; Xiao Mu Geng

doi:10.4028/www.scientific.net/AMR.446-449.358

Paper Titles

Relative Importance of Key Performance Indicators of Construction Projects towards Buildability at Design Stage
p.340

Static Elasto-Plastic Analysis on Mega Steel Frame-Prestressed Composite Bracing Structure
p.345

Optimal Design of Flat Tensegrity Structure Based on the Genetic Algorithm
p.349

Analysis of Common Defects for Rammed Earth Buildings
p.353

A Simplified Numerical Method of Composite Foundation for the Circular Basis
p.358

Nature Frequency Identification of Prestressed Concrete Beam with RBF Network
p.362

Nonlinear Mechanical Characters of Shallow Reticulated Spherical Shells with Initial Damage
p.366

Experimental Study on Seismic Behavior of Steel-Plate Reinforced Concrete Shear Wall with Rectangular CFST Columns
p.370

Shaking Table Test Study on Mid-Story Isolation Structures
p.378

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449A Simplified Numerical Method of Composite...

A Simplified Numerical Method of Composite Foundation for the Circular Basis

Abstract:

It is very difficult to analysis three-dimensional model of composite foundation because there are many unit numbers if piles, soil and plate unit are divided separately. three-dimensional problem is made into the axisymmetric finite element model and numerical analysis is more convenient as the periphery piles of the group piles into the pile system " equivalent ring " . Eamples shows the conclusion is reasonable and the simplified model is feasible.