| 上海地区软土层侧向基床反力系数规律性研究 |
| |
| 引用本文： | 林华国,唐世栋.上海地区软土层侧向基床反力系数规律性研究[J].岩土工程学报,2004,26(4):495-499. |
| |
| 作者姓名： | 林华国 唐世栋 |
| |
| 作者单位： | 同济大学地下建筑与工程系；同济大学地下建筑与工程系 上海200092；上海200092； |
| |
| 摘 要： | 根据38个扁铲侧胀试验孔近4000份数据的实测资料求得上海地区软土层的侧向基床反力系数值Kh,分析和归纳出各土层Kh值的范围及其随深度的变化规律,并将计算值与规范参考值作比较。这些结果可为上海地区水平受荷桩、基坑工程和隧道工程的设计提供依据。
|
| 关 键 词： | 扁铲侧胀试验 侧向基床反力系数 侧向基床反力系数比例系数 材料指数 |
| 文章编号： | 1000-4548(2004)04-0495-05 |
Study on the horizontal coefficient of subgrade reaction for soft soil layers in Shanghai |
| |
| LIN Huaguo,TANG Shidong.Study on the horizontal coefficient of subgrade reaction for soft soil layers in Shanghai[J].Chinese Journal of Geotechnical Engineering,2004,26(4):495-499. |
| |
| Authors: | LIN Huaguo TANG Shidong |
| |
| Affiliation: | Department of Geotechnical Engineering Tongji University Shanghai 2 00092 China |
| |
| Abstract: | Based on 38 flat dilatometer tests(DMT) and nearly 4000 p ieces of data from the tests in Shanghai,the ranges of the horizontal coeffici ent of subgr ade reaction, K_h ,in different soft soil layers and the relationships of K_h with depth are particularly analysed. And their variation are also summaried. In addition, the calculated K_h are compared with the corres ponding va lues in the code.These conclusions can be used in the designs of ex cavation, tunnel and lateral-load piles in Shanghai. |
| |
| Keywords: | flat dilatometer test(DMT) horizontal coefficient of subgrade reaction ratio coefficient of K_h material index |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
| 点击此处可从《岩土工程学报》浏览原始摘要信息 |
|
点击此处可从《岩土工程学报》下载全文 |
