摘要
对造成灰土挤密桩加固地基、水泥粉煤灰碎石桩加固地基、深层水泥土搅拌法加固地基桩缩孔、缩颈、强度低等原因进行了分析,并针对各种问题提出了具体的预控措施,以提高软弱地基的承载力,确保地基稳定。
The paper analyzes the reasons for the shrinking cavity, the gapping, the low strength at consolidation foundations of the limesoil com paction pile, the cementflyashgravelpile and deep cement mixing method, and points out factual precontrol measures, so as to improve the loading capacity of weak foundation and ensure the stability of the foundation.
出处
《山西建筑》
2013年第17期72-73,共2页
Shanxi Architecture
关键词
加固地基
预控措施
原因
consolidation foundation, pre-control measures, reasons
