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Application study on the treatment of gravel soil foundation by using high energy level dynamic consolidation
Pages: 29-32
Year: Issue:  10
Journal: Geotechnical Investigation & Surveying

Keyword:  高能级强夯 静载试验 承载力特征值 变形模量 加固深度;
Abstract: 通过碎石土回填地基采用高能级强夯技术的工程实例,得到了大量的静载试验、动力触探等现场实测数据,比较完整地反映了12000kN.m高能级强夯的加固效果,分析比较了碎石填土地基夯前和夯后的土工性能指标、地基承载力及变形模量。研究表明,深度12m以内各土层的地基承载力均具有较大幅度的提高,可为其它工程高能级强夯技术的施工、检测及监测提供参考资料。
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