摘要
用强夯的地基处理方法对填土地基进行改良,提高了填土的地基承载力,工程实践表明此方法成本低、施工速度快、处理效果明显。
Introduce that with dynamic consolidation method to the soil-filling foundation, and its bearing capacity is enhanced. Project practices indicate it has low cost, shorter construction schedule and outstanding treatment result.
出处
《化工设计》
CAS
2008年第4期31-34,66,共5页
Chemical Engineering Design
关键词
填土地基
强夯
静载试验
瑞雷波检测
soil-filling foundation dynamic consolidation static load test Raleigh wave test
