摘要
桩土应力比是反映复合地基工作状态的一个重要参数,本文分别举例讨论了三种桩土应力比的计算方法,及其优缺点;最后,较为详细地提出了一种水泥土桩复合地基桩土应力比解析算式的新思路。
The stress ratio of pile-soil is an important parameter that reflects the work condition of composite foundation. Three calculation methods about it are espectively discussed, and advantages and disadvantages are also expounded. Finally, a new method on the analytical equation of pile-soil stress ratio of composite foundation formed by soil cement is put forward in detail.
出处
《福建建筑》
2004年第3期49-51,共3页
Fujian Architecture & Construction
关键词
复合地基
桩土应力比
计算方法
水泥土桩
新思路
composite foundation stress ratio of pile-soil calculation method Soil-cement new method
