Reasonable Overburden Depth Analysis of Close-Frame Structure in Airport Project

Qi Jie Teng; Song Hua Wu; Liang Zhang

doi:10.4028/www.scientific.net/AMM.501-504.1140

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Reasonable Overburden Depth Analysis of...

Reasonable Overburden Depth Analysis of Close-Frame Structure in Airport Project

Abstract:

The close-frame is the main structure type of underground passage in airport project. Its characteristics are long route, multi-zone crossing, heavy load capacity. The suitable thickness of covering soil is advantageous to structure. Therefore, it has important engineering significance in guiding structural design and to determine the optimal route longitudinal section with reasonable economic overburden depth. Double-span close frame bearing Class E aircraft load is discussed in detail about reasonable soil depth.

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Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

1140-1143

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.1140

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Online since:

January 2014

Authors:

Qi Jie Teng*, Song Hua Wu, Liang Zhang

Keywords:

Airport Project, Bridge, Overburden Depth

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* - Corresponding Author

References

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