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| 双王城水库坝基土动力学特征试验研究 | |
| 引用本文： | 王飞,杨秀娟,吕杰.双王城水库坝基土动力学特征试验研究[J].金陵科技学院学报,2008,24(4). |
| 作者姓名： | 王飞 杨秀娟 吕杰 |
| 作者单位： | 1. 山东省烟台百通房地产开发有限公司,山东,烟台,264000 2. 中国海洋大学环境科学与工程学院,山东,青岛,266100 3. 山东省即墨经济开发区管理委员会,山东,即墨,266200 |
| 摘 要： | 在50 kpa、100 kpa、150 kpa、200 kpa四种固结压力下,分别对双王城水库坝基土原状土样进行了动三轴试验,得到了最大动剪切模量Gmax和GGdmax γd曲线以及λλmax γd曲线,可供岩土和其他水利工程的地震安全性评价工作参考和借鉴。 |
| 关 键 词： | 动剪切模量 阻尼比 动三轴试验 |
Experimental Studies on Soil Dynamics Characteristic of Shuangwangcheng Reservoir's Dam Foundation |
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| WANG Fei,YANG Xiu-juan,LV Jie.Experimental Studies on Soil Dynamics Characteristic of Shuangwangcheng Reservoir's Dam Foundation[J].Journal of Jinling Institute of Technology,2008,24(4). | |
| Authors: | WANG Fei YANG Xiu-juan LV Jie |
| Institution: | WANG Fei1,YANG Xiu-juan2,LV Jie3 |
| Abstract: | Under the four kinds of concretions pressure of 50kpa,100kpa,150kpa and 200kpa,the experiment of dynamic triple axis has been carried out on the original foundation soil of dam,and we have deduced out the curves on maximum dynamic shear modulus and dynamic damping of foundation soil of dam.The experiment result can be a reference for the earthquake security valuation of other irrigation engineering. |
| Keywords: | dynamics shear modulus damping ratio dynamics tri-axial test |
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