STUDY ON INTERACTION CHARACTERISTICS BETWEEN CLAY AND REINFORCEMENT

Shi Minglei; Zhang Bo

doi:10.13204/j.gyjz200504015

Volume 35 Issue 4

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Shi Minglei, Zhang Bo. STUDY ON INTERACTION CHARACTERISTICS BETWEEN CLAY AND REINFORCEMENT[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 50-54. doi: 10.13204/j.gyjz200504015

Citation:

Shi Minglei, Zhang Bo. STUDY ON INTERACTION CHARACTERISTICS BETWEEN CLAY AND REINFORCEMENT[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 50-54. doi: 10.13204/j.gyjz200504015

Shi Minglei, Zhang Bo. STUDY ON INTERACTION CHARACTERISTICS BETWEEN CLAY AND REINFORCEMENT[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 50-54. doi: 10.13204/j.gyjz200504015

Citation:

Shi Minglei, Zhang Bo. STUDY ON INTERACTION CHARACTERISTICS BETWEEN CLAY AND REINFORCEMENT[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 50-54. doi: 10.13204/j.gyjz200504015

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STUDY ON INTERACTION CHARACTERISTICS BETWEEN CLAY AND REINFORCEMENT

doi: 10.13204/j.gyjz200504015

1.
Transportation College,Southeast University Nanjing 210096

Received Date: 2004-07-25
Publish Date: 2005-04-20

Abstract

Abstract

In geopolymer reinforced soil structure, the behavior between the soil and geopolymer is very important to inner?stabilization of reinforced soil structure, so the index between the soil and geopolymer is a crucial index .In this paper,systematic direct- shear tests in large direct- shear apparatus are carried out for the clay reinforced by geofabric under different?normal stresses, shear rate and water content.Based on the test result, stress-strain relationship is studied.Some useful?conclusions and opinions which can be used to make research and design are also presented.
- clay geofabric,
- direct-shear test,
- shear rate,
- water content,

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References(7)

References

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