ANALYSIS OF CONSTRUCTION OF RECTIFICATION OF MASONRY PAGODA BY FINITE ELEMENT METHOD

Lu Jun-long; Zhang Yin; Yao Qian-feng

doi:10.13204/j.gyjz200712029

Volume 37 Issue 12

Dec. 2014

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Lu Jun-long, Zhang Yin, Yao Qian-feng. ANALYSIS OF CONSTRUCTION OF RECTIFICATION OF MASONRY PAGODA BY FINITE ELEMENT METHOD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 122-124. doi: 10.13204/j.gyjz200712029

Citation:

Lu Jun-long, Zhang Yin, Yao Qian-feng. ANALYSIS OF CONSTRUCTION OF RECTIFICATION OF MASONRY PAGODA BY FINITE ELEMENT METHOD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 122-124. doi: 10.13204/j.gyjz200712029

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ANALYSIS OF CONSTRUCTION OF RECTIFICATION OF MASONRY PAGODA BY FINITE ELEMENT METHOD

doi: 10.13204/j.gyjz200712029

1.
College of Civil Engineering,Xi'an University of Architecture and Technology Xi'an 710055

Received Date: 2007-03-20
Publish Date: 2007-12-20

Abstract

Abstract

In light of characters of soil in collapsible loess region, the rectification construction of the Jingguang Pagoda in Meixian County, Shaanxi Province is simulated by finite element method.With the changes of soil parameter, the influence of injecting water on subsoil is simulated and the characters of soil and structure of the tower during rectification are analyzed.At the same time, the result of calculation is contrasted to that of the test and some suggestions are brought out. As a result, some strengthen measures adopted, the rectification method of / holes drilling and soften0 can ensure the safety of the structure and effect of rectification of masonry pagoda.That is an effective rectification method in collapsible loess region.
- collapsible loess,
- masonry pagoda,
- rectification method,
- finite element method