| 新渭南高架车站桥梁钻孔灌注桩后压浆技术 |
| |
| 引用本文： | 陈应陶. 新渭南高架车站桥梁钻孔灌注桩后压浆技术[J]. 桥梁建设, 2008, 0(4) |
| |
| 作者姓名： | 陈应陶 |
| |
| 作者单位： | 中铁第一勘察设计院集团有限公司,陕西,西安,710043 |
| |
| 摘 要： | 郑西客运专线新渭南高架车站桥梁设计受桥上布置道岔的影响,对桥梁基础承载能力及工后沉降控制提出了更为严格的要求,为减少基础工后沉降、进一步提高基础承载能力,高架车站桥梁设计范围内采用钻孔灌注桩后压浆技术.
|
| 关 键 词： | 钻孔灌注桩 后压浆技术 高架车站 客运铁路 |
Post-Grouting Techniques for Bored Piles of Bridges of New Weinan Elevated Railway Station |
| |
| CHEN Ying-tao. Post-Grouting Techniques for Bored Piles of Bridges of New Weinan Elevated Railway Station[J]. Bridge Construction, 2008, 0(4) |
| |
| Authors: | CHEN Ying-tao |
| |
| Abstract: | |
| |
| Keywords: | bored pile post-grouting technique elevated railway station passenger railway |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
