Further Study of Settlement Deformation for Pile Unit Model on FLAC 3D

YIN Chen-peng; ZHANG Huai-jing; SUN Hong-wei

doi:10.3969/j.issn.1007-2993.2015.05.006

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YIN Chen-peng, ZHANG Huai-jing, SUN Hong-wei. Further Study of Settlement Deformation for Pile Unit Model on FLAC 3D[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2015, 29(1): 22-27,37. doi: 10.3969/j.issn.1007-2993.2015.05.006

Citation:

YIN Chen-peng, ZHANG Huai-jing, SUN Hong-wei. Further Study of Settlement Deformation for Pile Unit Model on FLAC 3D[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2015, 29(1): 22-27,37. doi: 10.3969/j.issn.1007-2993.2015.05.006

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Further Study of Settlement Deformation for Pile Unit Model on FLAC 3D

doi: 10.3969/j.issn.1007-2993.2015.05.006

1. Beijing University of Architecture, Beijing 100044, China;
2. Beijing Institute of Architectural Design Co., Ltd, Beijing 100045, China

Received Date: 2014-08-20
Available Online: 2021-07-19

Abstract

Abstract

In order to further verify the correctness of pile unit model,comparing the results of settlement deformation,which is based on the finite element analysis software FLAG 3D,with the results of PLAXIS 3D and measurement data of settlement.At the same time,by comparing the operation process of FLAC 3D and PLAXIS 3D,there are some advantages and features about the two software that can provide a basis to select appropriate numerical analysis software for future engineering.
- FLAC 3D,
- pile unit model,
- composite foundation with different reinforcement,
- numerical analysis,