Development of Model Test System for Grouting Simulation in Flowing Water and Study of the Diffusion Form of Anti-Dispersion Grout

Yao Xu; Shu Cai Li; Xiao Zhang

doi:10.4028/www.scientific.net/AMM.90-93.208

Paper Titles

Multi-Parameter Identification of Geomembrane Viscoelastic-Plastic Creep Constitutive Model by Genetic Algorithm
p.182

Analysis of Dynamic Responses of Bridge-Subgrade Transition of High-Speed Railway
p.189

Dynamic Simulation of Underground Excavation and Support Based on Three-Dimensional Finite Element Method
p.197

Experiment Study on the Durability of Geotechnical Prestressed Anchorage Structure under Cyclic Loading
p.201

Development of Model Test System for Grouting Simulation in Flowing Water and Study of the Diffusion Form of Anti-Dispersion Grout
p.208

Study on Mechanical Model of Pile Under the Horizontal Axial Load Effect
p.213

Evaluation on Features of Soft Foundation Engineering and Bearing Layer of Pile in Jiaxing City
p.217

Settlement and Deformation Laws of High Loess-Filled Embankment Based on Centrifugal Model Test
p.222

Experimental Study on Shear Mechanical Characteristics of Cohesionless Granular Material
p.230

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93Development of Model Test System for Grouting...

Development of Model Test System for Grouting Simulation in Flowing Water and Study of the Diffusion Form of Anti-Dispersion Grout

Abstract:

In order to simulate the diffusion form of anti-dispersion grout, the first visual large-proportion plane fissure test system for the physical model of fracture-grouting in flowing water is developed in China. The plane fissure test system is made up of plane fissure test-bed, monitoring system, water supply and drainage system, grouting system, control system and data acquisition system. The fiber Bragg grating (FBG) sensors for pressure, velocity and temperature monitoring are employed because of its small size and high sensitivity. The U-shaped diffusion form of anti-dispersion grout is found by the plane fissure grouting test in the flowing water.

You might also be interested in these eBooks

Advances in Civil Engineering, ICCET 2011

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 90-93)

Pages:

208-212

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.90-93.208

Citation:

Cite this paper

Online since:

September 2011

Authors:

Yao Xu, Shu Cai Li, Xiao Zhang

Keywords:

Diffusion Form, Fiber Bragg Grating (FBG) Sensors, Grouting, Model Test

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] H.M. Li, A Model Tester for Grouting Simulation under High Pressure in Rock Fissure and Model Experimental Research on Plastic and Early-strength Grout by Grouting Simulation, Master dissertation of Coal scientific research institute, 2009, In Chinese

Google Scholar

[2] G.L. Zhang, K.Y. Zhan, W.H. Sui, Test study of Influence of flow velocity on chemical grout diffusion in single fissure, Coal journal, Vol. 36(3), 403-406, 2011, In Chinese

Google Scholar

[3] L.W. Jing, F. Liu, T.Y. Zhang, Mechanism research renovating rupture shaft using grouting method, China Mining Magazine, Vol. 14(3), 53-56, 2005, In Chinese

Google Scholar

[4] H.M. Li, X.F. Liang, X.G. Huang, Simulated experiment of Permeating Grouting in oval fissure, Renmin Yellow River, Vol. 32(4), 128-129, 2010, In Chinese

Google Scholar