Experience of Grouting Reinforcement for the Foundation of an Asphalt Plant in Shijiazhuang
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    Abstract:

    Based on the engineering case, the paper introduced the reinforcement for foundation with collapsible miscellaneous soil-filling by pressure-grouting and presented the test research that was a necessary meaning to ensure the reinforcement result. Deformation measurement data showed this method could not only improve the bearing capacity of the foundation, but also reduce the differential settlement of buildings.

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  • Received:April 22,2008
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