摘要
在分析石灰桩成桩过程的基础上 ,给出了基于弹性理论的石灰桩膨胀桩径计算公式 .根据解析理论对石灰桩复合地基的固结进行了分析 。
By the analysis of construction procedure of lime flyash, a calculation formula of diameter after expansion is given which is based on theory of elasticity. According to the analytic solutions, the consolidation analysis of composite ground with lime flyash is completed, some valuable conclusions are obtained.
出处
《华中理工大学学报》
CSCD
北大核心
2000年第5期111-113,共3页
Journal of Huazhong University of Science and Technology
