| 覆盖层土体最大动剪模量室内外试验比较分析 |
| |
| 引用本文： | 阮元成,陈 宁,刘小生,常亚屏. 覆盖层土体最大动剪模量室内外试验比较分析[J]. 水利学报, 2005, 36(4): 0496-0500 |
| |
| 作者姓名： | 阮元成 陈 宁 刘小生 常亚屏 |
| |
| 作者单位： | 中国水利水电科学研究院,岩土工程研究所,北京,100044;中国水利水电科学研究院,岩土工程研究所,北京,100044;中国水利水电科学研究院,岩土工程研究所,北京,100044;中国水利水电科学研究院,岩土工程研究所,北京,100044 |
| |
| 基金项目： | 国家电力公司重点科技项目(KJ00-03-24-01) |
| |
| 摘 要： | 通过室内大型三轴试验激光微小应变测试结果与现场波速试验测试结果的比较，论证了在一定条件下，最大动剪模量压力效应关系曲线可以通过室内试验获得，也可以通过现场波速试验经换算获得，建议在实际应用中将两者综合考虑。从而为深厚覆盖层地基上高土石坝地震动力反应分析提供更为可靠的依据，为深厚覆盖层工程特性的进一步研究提供参考。
|
| 关 键 词： | 深厚覆盖层 最大动剪模量 压力效应 |
| 文章编号： | 0559-9350(2005)04-0496-05 |
| 修稿时间： | 2003-06-29 |
Comparative analysis on laboratory and field test of maximum dynamic shear modulus of overburden layers |
| |
| RUAN Yuan-cheng,CHEN Ning,LIU Xiao-sheng,CHANG Ya-ping. Comparative analysis on laboratory and field test of maximum dynamic shear modulus of overburden layers[J]. Journal of Hydraulic Engineering, 2005, 36(4): 0496-0500 |
| |
| Authors: | RUAN Yuan-cheng CHEN Ning LIU Xiao-sheng CHANG Ya-ping |
| |
| Affiliation: | China Institute of Water Resources and Hydropower Research, Beijing 10044, China |
| |
| Abstract: | The experimental result of maximum dynamic shear modulus by using large-scale cyclic triaxial testing machine equipped with laser strain measurement devices is compared with the field test data obtained from wave velocity measurement. It shows that, under some specific conditions, the plot for pressure effect of maximum dynamic shear modulus obtained from experiment is approximately the same as the calculation result according to the wave velocity. It is suggested that, in practice, the adopted modulus must be determined by comprehensively considering the results obtained from experiment and field test. |
| |
| Keywords: | thick overburden layer maximum dynamic shear modulus pressure effect |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
| 点击此处可从《水利学报》浏览原始摘要信息 |
|
点击此处可从《水利学报》下载全文 |
|
