Discussion on Treatment Technology of Reinforcement Pile in Karst Area

Cheng Bo Zheng; Jie Xu

doi:10.4028/www.scientific.net/AMM.580-583.52

Paper Titles

Analysis of Monitoring Results of a Deep Foundation Pit with Pile-Anchor Retaining Structure
p.28

Analysis on Strengthening of Plant to Slope Soil under Orthogonal States
p.34

Centrifuge Model Study of High Strength Piles Composite Foundation Settlement & Instability under Embankment in Different Kind Soils by Different Pile Spacing
p.38

Comparative Experimental Research of Soil Freezing with Pressure and Non-Pressure
p.48

Discussion on Treatment Technology of Reinforcement Pile in Karst Area
p.52

Effect of Variable Permeability Coefficient on Consolidation of Ultra-Soft Ground under Vacuum Preloading
p.56

Experimental Application of Fractal Theory into Selection of Subgrade Filling Materials
p.61

Experimental Study of Static Disintegration on Unsaturated Soil
p.68

Experimental Study on Bubble Curtain Technology Applied in Underwater Blasting Damping
p.73

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Discussion on Treatment Technology of...

Discussion on Treatment Technology of Reinforcement Pile in Karst Area

Abstract:

With the example of pile foundation engineering in the limestone karst fissure reinforcement, discusses the principle of reinforcement of pile foundation in karst area, introduces some construction technology of pile foundation reinforcement, the reinforcement design principles and the reinforcement scheme is briefly discussed, and combined with the engineering practice and put forward a set of safety, economy and reasonable treatment plan, to reinforcement technology promote the karst pile foundation bottom cave, fracture.

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Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

52-55

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.52

Citation:

Cite this paper

Online since:

July 2014

Authors:

Cheng Bo Zheng*, Jie Xu

Keywords:

High Pressure Grouting, Limestone Cave, Pressure Grouting, Reinforcement, Supplementary Pile

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* - Corresponding Author

References

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