摘要
结合具体工程实例,根据对地质条件的分析,介绍了灰土挤密桩的设计方法,实验证明,该工程灰土挤密桩在提高地基承载力的同时有效消除了地基土的湿陷性,达到了国家规范要求,值得推广。
Connecting with the concrete engineering example, and based on the analysis on geological conditions, this paper introduces the design methods of the lime-soil compaction pile that is proved by the test to be able to increase the bearing capacity of foundation soil and to eliminate effectively the collapsibility of the foundation soil, being worthy to be promoted because, of meeting the requirements of national regulations.
出处
《科技情报开发与经济》
2008年第22期188-189,共2页
Sci-Tech Information Development & Economy
关键词
灰土挤密桩
地基承载力
湿陷性
设计方法
lime-soil compaction pile
bearing capacity of foundation
collapsibility
design method