| 钻孔压浆桩的承载特点及单桩承载力的评价 |
| |
| 引用本文： | 姜振泉,于永志.钻孔压浆桩的承载特点及单桩承载力的评价[J].煤田地质与勘探,1999,27(5):56-59. |
| |
| 作者姓名： | 姜振泉 于永志 |
| |
| 作者单位： | 1. 中国矿业大学 江苏徐州 221008; |
| |
| 摘 要： | 钻孔压浆桩是一种新型端承-摩擦灌注桩,其承载能力要明显高于其他钻孔灌注桩。根据与相近场地条件钻孔灌注桩的实际测桩结果所作的对比分析,钻孔压浆桩可以形成较高的侧摩阻力,在极限荷载中,侧摩阻力的构成比达65%~75%。
|
| 关 键 词： | 钻孔压浆桩 承载力 侧摩阻力 评价 |
| 收稿时间： | 1998-11-05 |
THE BEARING CHARACTERISTICS OF PRESSURE-GROUTING PILE AND EVALUATION OF ITS BEATING CAPACITY |
| |
| Jiang Zhenquan,Yu Yongzhi.THE BEARING CHARACTERISTICS OF PRESSURE-GROUTING PILE AND EVALUATION OF ITS BEATING CAPACITY[J].Coal Geology & Exploration,1999,27(5):56-59. |
| |
| Authors: | Jiang Zhenquan Yu Yongzhi |
| |
| Institution: | 1. China University of Mining and Technology;2. Quality Control Station, Commission of Construction of Weihai City |
| |
| Abstract: | Pressure grouting pile is a new kind of grouting pile,whose bearing capacity made up end bearing and side friction.The pressure grouting pile has higher bearing capacity than other kinds of grouting pile,and it consists principally in frictional resistance.65%~75% of ultimate bearing capacity of pressure grouting pile comes from the side friction based on analyzing the proportion of frictional resistance to end bearing. |
| |
| Keywords: | pressure grouting pile bearing capacity frictional resistance evaluation |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
| 点击此处可从《煤田地质与勘探》浏览原始摘要信息 |
| 点击此处可从《煤田地质与勘探》下载免费的PDF全文 |
