煤田地质与勘探2001，Vol.29Issue(2)：39-43,5.
强夯法有效加固范围的数值模拟
Numerical simulation with effective reinforced area of dynamic consolidation
朱继永 1许光泉 1龚固培2
作者信息
- 1. 中国地质大学,
- 2. 总参工程兵第四设计研究院,
- 折叠
摘要
Abstract
Concept of three-dimension space was emphasized in single hitting of dynamic consolidation. The groundsill model and the numerical model. which simulated this concept, were estabished. We could realize effective reinforced area of dynamic consolidation from this. The computed values were same as the experiments.关键词
强夯法/有效加固范围/数值模拟分类
建筑与水利引用本文复制引用
朱继永,许光泉,龚固培..强夯法有效加固范围的数值模拟[J].煤田地质与勘探,2001,29(2):39-43,5.
