Finite-Difference Method Appliance to the Computation of Ground Additional Stress and Settlement of Storage Tank

Xu Dong Cheng; Wen Shan Peng; Lei Liu

doi:10.4028/www.scientific.net/AMR.243-249.2638

Paper Titles

Study on Optimum Cross-Section of Gravity Retaining Wall Based on ANSYS
p.2618

Study on the Stability of Jointed Rock Slopes Based on Network Simulation of Discontinuities
p.2623

Modified SFG Model for Unsaturated Soils
p.2627

Numerical Analysis for Displacement Law of Deep Alluvium Frozen Wall in Thousand Metres Vertical Well
p.2634

Finite-Difference Method Appliance to the Computation of Ground Additional Stress and Settlement of Storage Tank
p.2638

The Effect of Heterogeneity and Element Sizes on Rock Mechanics Properties
p.2643

Fuzzy Comprehensive Analysis and Assessment about Slope Stability Based on the Mutation Theory
p.2647

Study on Mechanical Property and Strength Formation Mechanism of Red-Mud and Fly-Ash Aerated Concrete
p.2653

The Principal Stresses of Soil Mass in the Direction of Plane Strain
p.2657

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Finite-Difference Method Appliance to the...

Finite-Difference Method Appliance to the Computation of Ground Additional Stress and Settlement of Storage Tank

Abstract:

This paper adopts the Finite-difference method to research the distribution of ground additional stress and distortion in differently isotropic and non-isotropic foundation conditions, and uses the Finite-difference method to compare with the Finite-element method and the three-dimensional settlement method used by the code. Through comparative analysis, the reliability and superiority of Finite-difference method used for calculating ground additional stress and settlement are justified.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

2638-2642

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.2638

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Online since:

May 2011

Authors:

Xu Dong Cheng, Wen Shan Peng, Lei Liu

Keywords:

Finite Difference Method (FDM), Ground Additional Stress, Settlement, Storage Tank

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References

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