Analysis of Bearing Capacity for Quicklime Compaction Pile Composite Foundation

Yong Qiang He; Bin Can Liu; Bao Ping Jiao; Ji Zhong Gan

doi:10.4028/www.scientific.net/AMR.671-674.10

Paper Titles

Preface and Conference Organization

A Study of the Prediction of Load-Settlement Curves of Bored Piles with an Improved Grey Model
p.3

Analysis of Bearing Capacity for Quicklime Compaction Pile Composite Foundation
p.10

Analysis on Response of Destructive Piles with and without Post-Grouting Craftwork
p.14

Application of Georadar in Detecting Karst Cave underneath Independent Foundation
p.19

Back Analysis of Parameters and Settlement Prediction of Chengdu Clay Ground Considering Its Creep Behavior
p.23

Construction of 3D Strata Model Based on the Multiple Source Data
p.27

Coupling Calculation of Continuous and Discrete Method
p.31

Evaluation on Engineering Geology Applicability for Urban Construction Land Based on GIS: Taking Zhengding New District of Shijiazhuang City for Example
p.35

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674Analysis of Bearing Capacity for Quicklime...

Analysis of Bearing Capacity for Quicklime Compaction Pile Composite Foundation

Abstract:

In the collapsible loess of Midwest China, quicklime compaction pile composite foundation has been widely used in practical engineering. Firstly，the calculation method of quicklime compaction pile composite foundation is analyzed; then the influencing factors of bearing capacity for quicklime compaction pile composite foundation was researched on the basis of the character about soil compaction effect between piles with the quicklime expanding when absorbing water from the soil; lastly, the calculation method was used in practical engineering, the results can be used to reference in reliability design application of composite foundation.

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Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

10-13

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.10

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Online since:

March 2013

Authors:

Yong Qiang He*, Bin Can Liu, Bao Ping Jiao, Ji Zhong Gan

Keywords:

Bearing Capacity Collapsible Loess, Composite Foundation, Quicklime Pile

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