节点文献
结构性软土地基的非线性一维固结半解析解
One Dimensional Non-linear Semi-analytical Solution for Structured Soft soils
【摘要】 结合结构性软土压缩特性研究,通过运用多层地基一维固结解析解和迭代法,建立了能考虑土体结构性和土体自重的非线性一维固结问题的半解析方法,通过编程计算,得到了结构性软土的固结度随时间变化曲线,揭示了结构性软土地基的一维固结规律。
【Abstract】 According to the compressibility of structured soft soil,based on the general analytical solution and iterative methods available for the problem of one-dimensional consolidation of layered soils,the semi-analytical solution for one dimensional non-linear soil consolidation considering the structure and self-weight of the soil is presented.The computed results about the degree of consolidation have demonstrated the behavior of structural soft soils.
【关键词】 结构性土体;
非线性固结;
结构强度;
【Key words】 structured clay; nonlinear consolidation; structural strength;
【Key words】 structured clay; nonlinear consolidation; structural strength;
- 【文献出处】 地下空间与工程学报 ,Chinese Journal of Underground Space and Engineering , 编辑部邮箱 ,2007年04期
- 【分类号】TU447
- 【被引频次】8
- 【下载频次】116