STUDY ON DAMPING RATIO OF SANDY PEBBLE SOIL SUBJECTED TO DYNAMIC LOADING

Zhang Yu; Wang Ruheng; Jia Bin

doi:10.13204/j.gyjz200804016

Volume 38 Issue 4

Dec. 2014

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Zhang Yu, Wang Ruheng, Jia Bin. STUDY ON DAMPING RATIO OF SANDY PEBBLE SOIL SUBJECTED TO DYNAMIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 59-62. doi: 10.13204/j.gyjz200804016

Citation:

Zhang Yu, Wang Ruheng, Jia Bin. STUDY ON DAMPING RATIO OF SANDY PEBBLE SOIL SUBJECTED TO DYNAMIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 59-62. doi: 10.13204/j.gyjz200804016

Zhang Yu, Wang Ruheng, Jia Bin. STUDY ON DAMPING RATIO OF SANDY PEBBLE SOIL SUBJECTED TO DYNAMIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 59-62. doi: 10.13204/j.gyjz200804016

Citation:

Zhang Yu, Wang Ruheng, Jia Bin. STUDY ON DAMPING RATIO OF SANDY PEBBLE SOIL SUBJECTED TO DYNAMIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 59-62. doi: 10.13204/j.gyjz200804016

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STUDY ON DAMPING RATIO OF SANDY PEBBLE SOIL SUBJECTED TO DYNAMIC LOADING

doi: 10.13204/j.gyjz200804016

1.
Southwest University of Science and Technology,Mianyang 621010

Received Date: 2007-09-12
Publish Date: 2008-04-20

Abstract

Abstract

Through laboratory tests on sandy pebble soil by using the dynamic triaxial test, studies of saturated sandy pebble soil was done. It is analyzed the rule of the damping ratio of sandy pebble soil under different confining pressure, consolidation ratio and vibration frequency. The research makes clear that damping ratio markedly rises with the augmentation of dynamic strain, and falls as the enhance of confining pressure or confining pressure ratio. In addition, result also shows that damping ratio reduces with the accretion of vibration frequency.
- sandy pebble soil,
- dynamic triaxial test,
- damping ratio

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References(8)

References

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