所属单位：土木工程学院

发表刊物：Advanced Materials Research

关键字：中文关键字：端承桩;负摩阻力;应力比;软土，英文关键字：End-bearing pile;Negative skin friction; Stress co

摘要：Piled embankments are increasingly used to construct highways on soft soils. End-bearing piles for supporting embankment exhibit different characteristics for the soil arch developed within the embankments. A numerical analysis was conducted to evaluate the soil stress concentration ratio, pile and soil settlements, pile axial force, negative skin friction (NSF) and location of the neutral plane (NP) during embankment filling and consolidation of soft soils. The results indicate that the stress concentration ratio varies with time and most of the embankment load is born by the pile. The soil pressure on the soft soils increase and reach a maximum value during the filling, then decrease gradually and maintain nearly a constant value at the end of the consolidation. The settlement of shallow soft soils differs significantly from that of the deep soft soils. The location of the NP shows a complicated variation

备注：曹卫平

合写作者：赵敏,史启超

第一作者：曹卫平

论文类型：期刊论文

卷号：卷：378-379

期号：期：

页面范围：页：502-506

是否译文：否

发表时间：2012-03-01