Normally Consolidated Subgrade Limit Bearing Capacity Calculation Using Slip Line Method

Ming Chen; Tai Quan Zhou

doi:10.4028/www.scientific.net/AMM.580-583.3183

Paper Titles

Analysis of the Flow Characteristics of Multiphase Flow Fields in the Mixing Agitator
p.3167

Building Information Modeling (BIM) and Analysis of more Traditional CAD
p.3171

From CAD to the Rapid Development of BIM
p.3175

Model Reuse Technology in Building Electrical Parameters Design
p.3179

Normally Consolidated Subgrade Limit Bearing Capacity Calculation Using Slip Line Method
p.3183

Numerical Simulation and Testing of 45 Architecture Steel Welded Based on Gaussian Heat Source
p.3187

Research on Tunnel Construction Quality Based on Visualization Management
p.3192

Analysis on Application Prospect of BIM Technology in Granary Designing
p.3196

Intelligent and Complex Monitoring in Intelligent Buildings
p.3204

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Normally Consolidated Subgrade Limit Bearing...

Normally Consolidated Subgrade Limit Bearing Capacity Calculation Using Slip Line Method

Abstract:

Normally consolidated subgrade limit bearing capacity of foundation soil was studied in the paper using slip line method. Slip line results are found to be consistent with the results calculated by Terzaghi theoretical formula and Hansen theoretical formula. Then the influence of cohesion, friction angle for normally consolidated subgrade is studied under complete smooth or complete tough conditions. The results show that the normally consolidated subgrade limit bearing capacity increases linearly with the increase of k, γ, while it increases nonlinear with the increase of Φ and the increasing growth rate improves with increasing value of Φ.