|
| The analysis of wave characteristics in half space of saturated soils under the moving load |
| Received:June 29, 2017 Revised:August 03, 2017 |
| View Full Text View/Add Comment Download reader |
| DOI：10.7511/jslx20170629002 |
| KeyWord:moving load saturated foundation dynamic response dispersion curve the Doppler effect |
| Author | Institution |
| 孙波 |
中铁第四勘察设计院集团有限公司, 武汉 |
|
| Hits: 1299 |
| Download times: 1023 |
| Abstract: |
| Based on Biot's wave equation,we obtain the analytical solution of saturated foundation in the wave number-frequency domain and time-space domain by Fourier transform and inverse Fourier transform.Then,the propagation characteristics of the wave in the saturated porous elastic foundation under the action of moving load dynamic response studied by means of method.The dispersion curve,Doppler effect,composition and are frequency characteristics are analyzed.It is found that the saturated soil foundation has a more fluid medium than elastic foundation,and the fluctuation characteristics are obviously different from an elastic medium. |