摘要
在石灰桩的诸多作用机理中，桩体置换作用和桩间土的挤密作用是使石灰桩复合地基承载力提高的主要因素．讨论了石灰桩复合地基的设计计算方法。
It is pointed out that, of the mechanisms of action of lime flyash piles, the replacement and the soil compaction between piles are the two main factors that contribute to the improvement of the bearing capacity of the composite foundation. Design calculation methods of the foundation are discussed and the quality control method is described.
出处
《华中理工大学学报》
CSCD
北大核心
1997年第5期91-93,共3页
Journal of Huazhong University of Science and Technology
关键词
石灰桩
复合地基
设计
计算
质量检测
地基
lime flyash pile
composite foundation
design calculation
quality control
