Study on Soil Dynamic Parameters of One Site in Shijiazhuang

Ji Hua Chen; Hui Ge Wu; Wei Wang; Ai Hong Zhou

doi:10.4028/www.scientific.net/AMM.170-173.1060

Paper Titles

Searching for the Central Coordinates of Critical Failure Surface Based on Simplified Bishop Method
p.1043

The Numerical Simulation Calculation of Complicated In-Situ Stress Filed for Borehole Surrounding Rock
p.1048

The Stress Distribution and Calculation of the Different Zone of Wellbore Surrounding Rock Based on the Damaged Theory
p.1052

The Research on the K-Factor of Soil Erodibility in Northeast Black Soil Region
p.1056

Study on Soil Dynamic Parameters of One Site in Shijiazhuang
p.1060

Slope Stability Analysis of Jiu-Fen Using Finite Element Method and Limit Equilibrium Method
p.1064

The Anlysis of Sand Particle Dynamic Characteristic on Sand of Storm Two-Phase Flow
p.1068

Sensitive Analysis of Factors Affecting Soil Slope Stability
p.1072

Stability Analysis and Treatment of a Landslide Engineering Along a Highway
p.1076

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173Study on Soil Dynamic Parameters of One Site in...

Study on Soil Dynamic Parameters of One Site in Shijiazhuang

Abstract:

Earthquake effect of the construction site in Shijiazhuang city was studied when the artificial wave is taken as input ground motion. The dynamic parameters in the model were taken from the measured values, recommended values in 94 Code and recommended values by X.M. Yuan respectively. The ground peak acceleration and acceleration response spectra are compared and analyzed, and it shows that the calculation results from the recommended values by X.M. Yuan are more close to the results from the real measured values than 94 Code. The results can be taken as a reference of the soil dynamic value in seismic risk assessment of engineering projects.