公路桥头地基处理及检验结果分析  

Analysis of Foundation Treatment and Test Results of the End of Highway Bridge

作　　者：孙瑞娟[1] 许立斌[1] 

机构地区：[1]首钢勘察研究总院,河北保定071069

出　　处：《勘察科学技术》2003年第2期34-35,42,共3页Site Investigation Science and Technology

摘　　要：通过对石黄高速小榆林支线上的路桥地基进行强夯法加固处理 ,提高了地基承载力 ,降低了地基沉降量 ,经过检验 ,达到了理想的效果 ,为同类型的工程提供参考。Through the reinforcement treatment by the dynamic consolidation method of the soil foundation of highway bridge on the Xiaoyulin branch line of the Shi-Huang expressway, the bearing capacity of the soil foundation is increased, the settlement of the soil foundation is reduced. After testing good results are obtained, and may be regarded as reference for similar engineering projects.

关 键 词：公路 路桥地基 强夯法 加固处理 地基承载力 地基沉降量 

分 类 号：U445[建筑科学—桥梁与隧道工程]