DYNAMIC CHARACTERISTICS OF SANDY PEBBLE SOIL

Jia Bin; Wang Ru-heng

doi:10.13204/j.gyjz200605019

Volume 36 Issue 5

Dec. 2014

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Jia Bin, Wang Ru-heng. DYNAMIC CHARACTERISTICS OF SANDY PEBBLE SOIL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 71-73,39. doi: 10.13204/j.gyjz200605019

Citation:

Jia Bin, Wang Ru-heng. DYNAMIC CHARACTERISTICS OF SANDY PEBBLE SOIL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 71-73,39. doi: 10.13204/j.gyjz200605019

Jia Bin, Wang Ru-heng. DYNAMIC CHARACTERISTICS OF SANDY PEBBLE SOIL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 71-73,39. doi: 10.13204/j.gyjz200605019

Citation:

Jia Bin, Wang Ru-heng. DYNAMIC CHARACTERISTICS OF SANDY PEBBLE SOIL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 71-73,39. doi: 10.13204/j.gyjz200605019

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DYNAMIC CHARACTERISTICS OF SANDY PEBBLE SOIL

doi: 10.13204/j.gyjz200605019

Jia Bin¹,
Wang Ru-heng²

1.
1. College of Civil Engineering and Architecture,Southwest University of Science and Technology Mianyang 621010;
2.
2. College of Civil Engineering,Chongqing University Chongqing 430045

Received Date: 2005-11-18
Publish Date: 2006-05-20

Abstract

Abstract

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

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References(6)

References

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