Application of Georadar in Detecting Karst Cave underneath Independent Foundation

Xia Li; Fei Fei Li; An Nan Jiang

doi:10.4028/www.scientific.net/AMR.671-674.19

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. 671-674Application of Georadar in Detecting Karst Cave...

Application of Georadar in Detecting Karst Cave underneath Independent Foundation

Abstract:

Georadar has many advantages, including good accuracy, high detecting capabilities, and user friendly results (data collected is shown pictorially thus easy to read). In addition, it has capabilities to provide real time information in field. In the present paper, the authors investigated the application of georadar in non-destructive inspection of Karst Cave underneath independent foundation. The results obtained improve our understanding of geometry and provide a foundation for effectively control the design and construction processes.

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Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

19-22

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.19

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Online since:

March 2013

Authors:

Xia Li, Fei Fei Li, An Nan Jiang

Keywords:

Georadar, Karst Cave, Non-Destructive Inspection

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References

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