考虑损伤的软土地基变形分析
Analysis of deformation of soft ground considering damage
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摘要: 在前期研究工作的基础上通过无侧限抗压试验和大量的室内固结试验,得到了原状土和重塑土的力学性质变化规律;在殷宗泽双屈服面弹塑性本构模型中考虑土体的损伤和流变特性,对一软土地基上的路堤沉降问题进行了有限元计算分析和研究,并与实测结果进行了对比。Abstract: Based on the previous research,in this paper the mechanical characteristics of undisturbed and remoulded sample was presented by unconfined compression and consolidation test results.Considering damage and creep of soft soil in Yin’s double yield surfaces constitutive model,settlement of a road on soft ground was calculated and compared with measurement in field.