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A Model Experiment on the Steel Reinforcement of Micro-Pile Groups in Landslide Control
详细信息   
摘要
The experiment serves to study the load bearing mechanism,force deformation characteristics,failure mode of center reinforced and round reinforced micro-pile groups in the landslide control.The study shows that the micro-pile group produces significant effect on landslide prevention and increase effectively the shear strength of the slip surface and that central reinforcement is more reasonable than round reinforcement.

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