摘要
结合上海市某大面积软弱路基加固实践,对真空强排水联合低能量强夯动力固结法加固粉细砂和下卧扰动软粘土路基的技术进行了介绍,经过加固处理的地基均达到设计要求,通过对加固效果进行的分析,得出一些有意义的结论,为以后类似地基处理提供了参考依据。
The technique of low-energy dynamic consolidation method combined with dewatering for strengthening the disturbed soft soils underlying the hydraulic silty and fine sands is introduced. The foundation after treatment can meet the requirement. The effectiveness is also discussed. All the results given are of great practical value for similar soils improvement in the future.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2005年第S1期198-200,共3页
Rock and Soil Mechanics
关键词
真空强排水联合低能量强夯动力固结法
软弱路基
地基处理
low-energy dynamic consolidation method combined with dewatering
soft roadbed
ground treatment
