摘要
通过两个不同地质条件、不同能量的强夯工程实例,介强夯法设计、施工方法;并根据不同实测的强夯有效加固深度,反算并找出Menard公式修正系数的规律。
Through two engineering examples of dynamic compaction conducted under different conditions and with different energy, this paper introduces the design and construction methods of dynamic compaction; In accordance with different real-measured effective reinforced depth of dynamic compaction, the rules of the revised coefficient of formula Menard are obtained based on back calculation.
出处
《水运工程》
北大核心
2006年第8期97-102,共6页
Port & Waterway Engineering
关键词
强夯法
地基处理
加固深度
dynamic compaction
ground treatment
reinforced depth
