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强夯法加固湿陷性黄土土坝地基试验研究
引用本文:李敬,崔国明,赵军. 强夯法加固湿陷性黄土土坝地基试验研究[J]. 河南科学, 2006, 24(1): 111-114
作者姓名:李敬  崔国明  赵军
作者单位:河南省建五公司,河南,郑州,450007;河南省水利科学研究所,河南,郑州,450003;郑州大学,土木工程学院,河南,郑州,450002
基金项目:河南省杰出青年科学基金
摘    要:强夯法是处理地基土的有效方法,但将之应用于加固湿陷性黄土土坝地基尚属少见.本文通过分析研究强夯法加固湿陷性黄土土坝地基的施工试验,总结应用Menard公式的经验取值,成功地设计了施工参数,为后续的正式施工打下了坚实的基础.

关 键 词:强夯  湿陷性  黄土  土坝  地基
文章编号:1004-3918(2006)01-0111-04
收稿时间:2005-10-14
修稿时间:2005-10-14

Experimental study on reinforcing collapsible loess foundation of earth dam with dynamic compaction method
LI Jing,CUI Guo-ming,ZHAO Jun. Experimental study on reinforcing collapsible loess foundation of earth dam with dynamic compaction method[J]. Henan Science, 2006, 24(1): 111-114
Authors:LI Jing  CUI Guo-ming  ZHAO Jun
Affiliation:1. Henan Province the Fifth Construction Company, Zhengzhou 450007, China; 2. Henan Province Research Institute of Water Conservancy, Zhengzhou 450003, China; 3. Civil Engineering Department in Zhengzhou University, Zhengzhou 450002, China
Abstract:Dynamic compaction is an effective method for treatment of foundation,however application of the method to reinforcement of collapsible loess foundation of earth dam is rare. On the basis of analysis and study on construction experiences of reinforcing collapsible loess foundation of earth dam with dynamic compaction method, the construction parameters are designed with the empirical values of Menard formula, laying a solid foundation for later construction.
Keywords:dynamic compaction   collapsible   loess   earth dam   foundation
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