含竖向排水体地基固结变形问题研究综述  

Review of soil foundation consolidation deformation with vertical drains

作　　者：蒋春霞[1] 

机构地区：[1]常州工程职业技术学院建筑工程技术系

出　　处：《山西建筑》2008年第34期121-122,共2页Shanxi Architecture

摘　　要：综述了现有的含竖向排水体地基固结变形计算方法,包括解析解法和数值解法,归纳了计算参数的研究现状,并对存在的不足之处做出总结,旨在更好地确定处理后的地基在满足规定时间内完成所需固结量的条件下,竖向排水体的数量和间距。The calculation metheds of soil consolidation with vertical drains, including analytic methods and numerical methods are reviewed. The calculation parameters are also summed up. At last, the shortages and the problems existed are stated, in order to better deside the amount and distance of vertical draining off water system after disposal under the condition of foundation finishing needed solidifying quality in regulated time.

关 键 词：固结 竖向排水体 轴对称 平面应变 计算参数 

分 类 号：TU433[建筑科学—岩土工程]