| 振冲法加固松软地基 |
| |
| 引用本文： | 王盛源.振冲法加固松软地基[J].岩土工程学报,1986,8(5):39-49. |
| |
| 作者姓名： | 王盛源 |
| |
| 作者单位： | 南京水利科学研究院土工所； |
| |
| 摘 要： | 本文记述了砂性土地基采用振动水冲法的加固原理,并介绍了两种典型土--砂性土和粘性土采用振冲法加固基础的工程实例。振冲法加固粘性土地基方面尚有许多问题有待研究。
|
| 关 键 词： | 振冲法加固 松软地基 振冲器 碎石桩 动孔隙水压力 粘性土地基 差异沉降 振动水冲法 复合地基 电厂 |
The Application of Vibroflotation |
| |
| Wang Shengyuan.The Application of Vibroflotation[J].Chinese Journal of Geotechnical Engineering,1986,8(5):39-49. |
| |
| Authors: | Wang Shengyuan |
| |
| Affiliation: | Nanjing Hydraulic Research Institute |
| |
| Abstract: | The application of vibroflotation to stabilization of both sand and clay foundation is described in this paper. Center-to-center spacing between stone columnes ranges from 1.5 to 2.5 meters for sand foundation. In clay foundation the stress ratio of stone columne to soil, n ranges from 3 to 6. Some case histories on sand and clay foundation are presented. These projects have been improved with great succese by vibroflotation. |
| |
| Keywords: | |
| 本文献已被 CNKI 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 |
