STUDY ON THE LATERAL BEARING PROPERTIES OF CAISSON AND ROOTSTALK CAISSON

Huang Ting; Fu Shouyin

doi:10.13204/j.gyjz201004019

Volume 40 Issue 4

Dec. 2014

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Huang Ting, Fu Shouyin. STUDY ON THE LATERAL BEARING PROPERTIES OF CAISSON AND ROOTSTALK CAISSON[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 84-87. doi: 10.13204/j.gyjz201004019

Citation:

Huang Ting, Fu Shouyin. STUDY ON THE LATERAL BEARING PROPERTIES OF CAISSON AND ROOTSTALK CAISSON[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 84-87. doi: 10.13204/j.gyjz201004019

Huang Ting, Fu Shouyin. STUDY ON THE LATERAL BEARING PROPERTIES OF CAISSON AND ROOTSTALK CAISSON[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 84-87. doi: 10.13204/j.gyjz201004019

Citation:

Huang Ting, Fu Shouyin. STUDY ON THE LATERAL BEARING PROPERTIES OF CAISSON AND ROOTSTALK CAISSON[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 84-87. doi: 10.13204/j.gyjz201004019

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STUDY ON THE LATERAL BEARING PROPERTIES OF CAISSON AND ROOTSTALK CAISSON

doi: 10.13204/j.gyjz201004019

1.
College of Civil Engineering,Southeast University,Nanjing 210096,China

Received Date: 2009-10-08
Publish Date: 2010-04-20

Abstract

Abstract

According to the field test of caisson and rootstalk caisson under lateral static load,the behaviors of caisson and rootstalk foundation under lateral load are studied. At first,the caisson was loaded by the single cycle load holding method in the test. Then,the caisson was fitted on rootstalks and tested. The horizontal bearing capacities of the caisson and the rootstalk caisson were measured,and the deformation and caisson bending moment were obtained. The results of the experiment indicate that horizontal bearing capacity of the rootstalk caisson increased by nearly 60 percent. The effect of rootstalk is obvious when the horizontal force is great.
- caisson foundation,
- rootstalk caisson foundation,
- field test,
- lateral load,
- ultimate bearing capacity

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References(7)

References

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