Uneven Subgrade Foundation Soils Influence Analysis to Red Building of Peking University

Yang Guoxing; He Manchao; Wang Shuren

doi:10.3969/j.issn.1007-2993.2009.04.005

Volume 23 Issue 4

Jul. 2021

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Yang Guoxing, He Manchao, Wang Shuren. Uneven Subgrade Foundation Soils Influence Analysis to Red Building of Peking University[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2009, 23(4): 183-186. doi: 10.3969/j.issn.1007-2993.2009.04.005

Citation:

Yang Guoxing, He Manchao, Wang Shuren. Uneven Subgrade Foundation Soils Influence Analysis to Red Building of Peking University[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2009, 23(4): 183-186. doi: 10.3969/j.issn.1007-2993.2009.04.005

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Uneven Subgrade Foundation Soils Influence Analysis to Red Building of Peking University

doi: 10.3969/j.issn.1007-2993.2009.04.005

1. China University of Mining & Technology, Beijing, 100083;
2. Beijing Special Engineering Design and Research Institute, Beijing, 100028

Received Date: 2009-05-15

Abstract

Abstract

The subgrade foundation soils is uneven according to the geological investigation of Red Building of Peking University. The characteristic of macroscopical deformation is relative with the property, thickness, distribution, etc of the subgrade foundation soils, through FLAC^2D which is a two-dimensional finite-difference program. The result of analysis have a important significance when maintaining and repairing the Red Building of Peking University.
- Red Building of Peking University,
- uneven subgrade foundation soils,
- influence