摘要
将理论分析和工程实践相结合,详细分析了降低路基弯沉值的控制措施,以期能为今后施工提供借鉴。
Combined with theoretical analysis and engineering practice,control measures to reduce deflection value of subgrade are analyzed in detail so as to provide references for future construction.
出处
《北方交通》
2012年第3期50-52,共3页
Northern Communications
关键词
路基弯沉值
地基承载力
压实度
沉降量
Deflection value of subgrade
Bearing capacity of foundation
Degree of compaction
Settlement
