STUDY ON INTERACTION OF UNDERGROUND PIPELINE AND SOIL DYNAMICS

Meng Hai; Li Jie; Chen Jun; Wu Huayong

doi:10.13204/j.gyjz201008021

Volume 40 Issue 8

Dec. 2014

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Meng Hai, Li Jie, Chen Jun, Wu Huayong. STUDY ON INTERACTION OF UNDERGROUND PIPELINE AND SOIL DYNAMICS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 91-94. doi: 10.13204/j.gyjz201008021

Citation:

Meng Hai, Li Jie, Chen Jun, Wu Huayong. STUDY ON INTERACTION OF UNDERGROUND PIPELINE AND SOIL DYNAMICS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 91-94. doi: 10.13204/j.gyjz201008021

Meng Hai, Li Jie, Chen Jun, Wu Huayong. STUDY ON INTERACTION OF UNDERGROUND PIPELINE AND SOIL DYNAMICS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 91-94. doi: 10.13204/j.gyjz201008021

Citation:

Meng Hai, Li Jie, Chen Jun, Wu Huayong. STUDY ON INTERACTION OF UNDERGROUND PIPELINE AND SOIL DYNAMICS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 91-94. doi: 10.13204/j.gyjz201008021

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STUDY ON INTERACTION OF UNDERGROUND PIPELINE AND SOIL DYNAMICS

doi: 10.13204/j.gyjz201008021

1.
1. MCC Central Research Institute of Building and Construction Co.Ltd,Beijing 100088,China;
2.
2. Department of Civil Engineering,Tongji University,Shanghai 200092,China

Received Date: 2010-03-28
Publish Date: 2010-08-20

Abstract

Abstract

Underground pipelines play a decisive role in maintaining the functions of modern cities and regional economies. There are still less researches on the aseismic performance of underground pipelines as compared with theoretic ones. Two layered soil shear sandboxes of same design are used to simulate the boundary conditions of the soil. It is explored the dynamic response law of underground pipelines subjected to non-uniform excitations by means of base input. It is also examined the effect of change in many factors on pipeline-soil interaction by changing the diameter and depth of pipes,adjusting the frequency and amplitude of the base input.
- lifeline,
- underground pipes,
- pipe-soil interaction,
- model test

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References(9)

References

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