摘要
文章针对一个桩基工程采用注浆加固法处理进行了理论分析,并对现场试验进行了模拟分析,初步探讨了其承载力变化的特性。理论和试验均表明了注浆加固法能够较为明显地提高桩基承载力。
This paper makes a theoretical analysis on a pile foundation engineering with grouting stabilization, develops simulation analysis for the field test, and preliminarily discusses the changing characteristics of the bearing capacity.The theory and the test all show that the grouting stabilization can significantly improve the bearing capacity of the pile foundation.
出处
《企业技术开发》
2012年第5期25-26,36,共3页
Technological Development of Enterprise
关键词
注浆加固法
承载力
地基处理
grouting stabilization
bearing capacity
pile foundation treatment
