摘要
某水库原用碾压法施工的坝体 ,因质量问题被迫停工数年。后采用能量为 1J的强夯法进行补救和续建 ,达到了设计要求 。
The construction of an eath dam was suspended for man y years due to the use of unsuitalle compaction method (rolling compaction). Now the dynamic compaction is used instead as a remedy to fulfill the construction requirements and favorable economic effect is obtained.
出处
《土工基础》
2004年第1期4-5,11,共3页
Soil Engineering and Foundation
关键词
水库
土坝
强夯法
碾压法
夯击能
eath dam, dynamic compaction, compaction energy
