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Silt Embankment Reinforced by Sleeve Valve Barrel Fracturing Grouting
Abaqus finite element method and experimental study are carried out to research the silt embankment reinforced by sleeve valve barrel fracturing grouting method. Numerical model is determined based on the construction methods and mechanism, the calculation parameters are determined by experimental research. The displacement, force, and plastic are analyzed through comparative analysis of safety factor of attenuated embankment before and after reinforcement. The results show that the Reinforcement effect of sleeve valve barrel fracturing grouting method to stability attenuated roadbed is remarkable.
Silt Embankment Reinforced by Sleeve Valve Barrel Fracturing Grouting
Abaqus finite element method and experimental study are carried out to research the silt embankment reinforced by sleeve valve barrel fracturing grouting method. Numerical model is determined based on the construction methods and mechanism, the calculation parameters are determined by experimental research. The displacement, force, and plastic are analyzed through comparative analysis of safety factor of attenuated embankment before and after reinforcement. The results show that the Reinforcement effect of sleeve valve barrel fracturing grouting method to stability attenuated roadbed is remarkable.
Silt Embankment Reinforced by Sleeve Valve Barrel Fracturing Grouting
Applied Mechanics and Materials ; 178-181 ; 1209-1212
14.05.2012
4 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Silt Embankment Reinforced by Sleeve Valve Barrel Fracturing Grouting
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