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- W2386263383 abstract "For the weathered slate embankment test section of Sansui-Liping highway in Guizhou province,through burying earth pressure boxes at different depths in the embankment,and by using two kinds of vibratory compaction rollers,the vertical and horizontal dynamic responses at different depths were tested in field.The results show that:when the shock wave is propagating in the soil within short or middle distance,the frequency of the vibration wave remains constant or decreases slightly.Soil particles are submitted to the process of pressure loading-unloading cycle under the action of dynamic stress.High-power roller produces significant push effect on topsoil and looses skin fillers.Dynamic stress diffuses downward in the soil at a certain diffusion angle and different roller makes different diffusion angle.According to the wave theory,the dynamic stress decays exponentially along the depth in the soil,and this conclusion has been verified by the test data.The attenuation coefficient of vertical dynamic stress is twice as large as that of horizontal dynamic stress.Dynamic stress levels generated by super power roller are far greater than those by heavy roller.Heavy roller may induce local resonance phenomenon in the soil.The measured dynamic lateral pressure coefficient is not a fixed value,it increases linearly with the increase of depth." @default.
- W2386263383 created "2016-06-24" @default.
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- W2386263383 date "2014-01-01" @default.
- W2386263383 modified "2023-09-25" @default.
- W2386263383 title "Experimental study on dynamic response of vibratory compaction rockfill embankment" @default.
- W2386263383 hasPublicationYear "2014" @default.
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