摘要:铁路客运专线无碴轨道对工后沉降要求严格。介绍武广客运专线CFG桩单桩复合地基静载沉降试验,同时采用规范方法进行对比计算,并用有限元软件进行了分析。计算表明复合地基沉降主要取决于桩底地层变形,因此,CFG桩桩底应置于工程特性指标较好的持力层中。
注:因版权方要求,不能公开全文,如需全文,请咨询杂志社
热门期刊服务
Journal of Semiconductors Journal of Genetics and Genomics Journal of Systems Engineering and Electronics Journal of Hydrodynamics Chinese Journal of Chemical Physics International Journal of Computing Journal of Systematics and Evolution Journal of Systems Science and Complexity Chinese Journal of Structural Chemistry Chinese Annals of Mathematics Series B Chinese Annals of Mathematics,Series B Journal of Computer Science and Technology