摘要
山区地形条件下的工程建设常常会遇到大面积的回填土作为建构筑物地基的情况，对回填加固质量进行有效的试验分析，了解强夯的效果随深度变化的关系，对于验证回填土进行强夯加固处理的可行性，评价回填土作为地基持力层的适宜性是非常必要的。
Due to the mountainous terrain, engineering construction often confronts the situation that a large area of backfill has to be used as the foundation of building. On this occasion, the strengthening effect has a great influence on the stability of structures. In this paper, author analysed the quality of rein- forcing back - filling and the effect changes of dynamic consolidation with the depth through experimenta- tion effectively. It is necessary for verifying the feasibility of treating backfill with dynamic consolidation and appraising the suitability of backfill to be foundation support layer.
出处
《贵州电力技术》
2010年第12期15-16,26,共3页
Guizhou Electric Power Technology
关键词
回填土
强夯加固
试验
可行性
backfill
dynamic consolidation reinforcing
experimentation
feasibility
