Modified Priebe Method for Settlement Calculation of Vibroflotation Composite Foundation

Huang Xiaojun; Chen Chen; Bian Lijie

Jul. 2021

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Article Navigation > GEOTECHNICAL ENGINEERING TECHNIQUE > 2008 > 22(3): 145-147,151

Huang Xiaojun, Chen Chen, Bian Lijie. Modified Priebe Method for Settlement Calculation of Vibroflotation Composite Foundation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2008, 22(3): 145-147,151.

Citation:

Huang Xiaojun, Chen Chen, Bian Lijie. Modified Priebe Method for Settlement Calculation of Vibroflotation Composite Foundation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2008, 22(3): 145-147,151.

Huang Xiaojun, Chen Chen, Bian Lijie. Modified Priebe Method for Settlement Calculation of Vibroflotation Composite Foundation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2008, 22(3): 145-147,151.

Citation:

Huang Xiaojun, Chen Chen, Bian Lijie. Modified Priebe Method for Settlement Calculation of Vibroflotation Composite Foundation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2008, 22(3): 145-147,151.

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Modified Priebe Method for Settlement Calculation of Vibroflotation Composite Foundation

1. Beijing Hydropower Investigation Design and Reserch Institute, Beijing 100024;
2. College of Construction Engineering, Jilin University, Changchun Jilin 130026 China

Received Date: 2008-03-17
Available Online: 2021-07-07

Abstract

Abstract

Based on the analysis of the classic Priebe settlement calculation method, assumption of stone column compressibility thuough replacement ratio change is improved. The bulk density differences of the stone column and soil and the relationship of the stress, deformation and depth under load stress are studied, and the corresponding coefficient formula deduced. Finally, the project is verified, the result shows the improvement is reasonable and can be a reference.
- stone column composite foundation,
- Priebe settlement calculations method,
- compressibility,
- bulk density