|Table of Contents|

Dynamic Response of Elastic Half-space Soil Under Moving Loads(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2011年04期
Page:
30-34
Research Field:
Publishing date:
2011-12-20

Info

Title:
Dynamic Response of Elastic Half-space Soil Under Moving Loads
Author(s):
YAN Ke-zhen12 WU Luo-cheng2 ZHU Xiang-ping2
1. Key Laboratory of Geotechnical and Underground Engineering, Ministry of Education, Tongji University, Shanghai 200092, China; 2. School of Civil Engineering, Hunan University, Changsha 410082, Hunan, China
Keywords:
moving load elastic half-space soil Fourier transform dynamic response spectral element method
PACS:
TU435
DOI:
-
Abstract:
Based on the equation of motion under the elastomeric excitation and the superposition theory of incident and reflected wave, combined with the coordinate transformation and Fourier transformation, a spectral element method of analyzing the dynamic response of elastic half-space soil under moving loads was established. The dynamic responses of various mechanical property indexes in the road of the practical examples were analyzed and the vertical displacements of the point change relationships due to different load speeds, load frequencies as well as damping ratios of soil were gained.The calculation results were compared with the other methods. The results show that spectral element method has feasibility and rationality.

References:

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Last Update: 2011-12-20