|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2011年04 期
| 标题 |
| 湿陷性黄土地基强夯加固控制指标的研究(51 卷) |
| 英文标题 |
| Study on control indicators of dynamic compaction method for collapsible loess |
| 摘要 |
| 强夯加固机理复杂，设计参数仍须依靠试验或经验来确定，缺乏理论基础。本文通过对试夯中采集到的数据进行分析，得到最佳夯击次数、有效加固深度及夯后地基承载力等控制指标，为场地试夯得到的结果提供理论依据，并以此为基础通过理论计算直接确定强夯设计参数，为设计和施工 |
| 作者 |
| 新闻作者:宋修广，刘相宜，庄培芝，张宏博 |
| 关键字 |
