| 宁波市城庄路姚江大桥试桩方案设计 |
| |
| 引用本文： | 姚冰.宁波市城庄路姚江大桥试桩方案设计[J].城市道桥与防洪,2006(1):58-60. |
| |
| 作者姓名： | 姚冰 |
| |
| 作者单位： | 宁波通途投资有限公司,浙江,宁波,315000 |
| |
| 摘 要： | 钻孔灌注桩的承载能力与成桩工艺和地质条件有很大关系,通过试桩可以确定合适的成桩工艺和合适的承载能力。文中通过分析比较多种试桩方法,提出了试桩所必须进行的测试内容,并推荐采用自平衡法与堆载法相结合的桩基承载力试验方案。
|
| 关 键 词： | 城市桥梁 钻孔灌注桩 试桩 自平衡法 锚桩法 堆载法 宁波市 |
| 文章编号： | 1009-7716（2006）01-0058-03 |
| 收稿时间： | 2005-12-02 |
| 修稿时间： | 2005年12月2日 |
Design of Test Pile Option of Yaojiang Bridge on Chengzhuang Road in Ningbo City |
| |
| Yao Bing.Design of Test Pile Option of Yaojiang Bridge on Chengzhuang Road in Ningbo City[J].Urban Roads Bridges & Flood Control,2006(1):58-60. |
| |
| Authors: | Yao Bing |
| |
| Abstract: | IThe bearing capacity of cast-in-place piles has an important bearing on the built pile process and geological condition. Through test pile it can determine the suitable built pile process and suitable bearing capacity. Through analyzing and comparing multi kinds of test pile methods the paper puts forward the test content needed for the test pile and recommends to use a test option of pile foundation bearing force by a combination method of self-balance method and heaped method. |
| |
| Keywords: | urban bridge cast-in-place pile test pile self-balance method anchor pile method heaped method Ningbo City |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
