摘要
通过对碎石桩复合地基承载力和抗震液化设计的对比和分析,提出了以承载力和抗震液化相互综合考虑的设计方法。
By the comparison and analysis of composite foundation of gravel pile for bearing capacity and anti-liquefaction de sign, a new design method including bearing capacity and anti-liquefaction is presented.
出处
《岩土工程技术》
2006年第1期48-50,F0003,共4页
Geotechnical Engineering Technique
关键词
碎石桩
复合地基
承载力
抗震液化
gravel pile
composite foundation
bearing capacity
anti-llquefaction
