| 黄土强夯的模型试验研究 |
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| 引用本文： | 费香泽,王钊,周正兵.黄土强夯的模型试验研究[J].岩土力学,2002,23(4):437-441. |
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| 作者姓名： | 费香泽 王钊 周正兵 |
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| 作者单位： | 武汉大学土木建筑工程学院,湖北,武汉,430072 |
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| 基金项目： | 运城—三门峡高速公路建设有限责任公司，山西省公路局科研资助项目 |
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| 摘 要： | 利用读数显微镜位移跟踪法，对黄土进行了强夯的模型试验研究，分析了不同的参数对强夯加固范围的影响程度和相互关系，提出了考虑这些主要因素的加固深度的计算公式，并对强夯机理进行了分析。
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| 关 键 词： | 黄土 强夯 加固深度 模型试验 读数显微镜位移跟踪法 |
| 文章编号： | 1000-7598-(2002)04-0437-05 |
| 修稿时间： | 2001年8月20日 |
Experimental research of dynamic compaction of loess |
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| FEI Xiang -ze,WANG Zhao,ZHOU Zheng -bing.Experimental research of dynamic compaction of loess[J].Rock and Soil Mechanics,2002,23(4):437-441. |
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| Authors: | FEI Xiang -ze WANG Zhao ZHOU Zheng -bing |
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| Abstract: | In this paper,a series of experiments of dynamic compaction of loess were carried out with different parameters by displacement tracing method with microscope.Based on the results of model tests,the relationship of satisfactory improvement depth and the main factors were analyzed,a formula of satisfactory improvement depth including more factors was obtained.The mechanism of dynamic compaction was analyzed. |
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| Keywords: | dynamic compaction satisfactory improvement depth model test |
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