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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葛文昌,赵辉.石家庄市沥青厂房屋地基注浆加固实践[J].钻探工程,2008,35(11):62-64.GE Wen-chang, ZHAO Hui. Experience of Grouting Reinforcement for the Foundation of an Asphalt Plant in Shijiazhuang[J]. Drilling Engineering, 2008,35(11):62-64.