| 基床爆夯在工程中的应用 |
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| 引用本文： | 苏显亮.基床爆夯在工程中的应用[J].水运工程,2005(9):72-74,105. |
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| 作者姓名： | 苏显亮 |
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| 作者单位： | 广州港建设工程质量监督站,广东,广州,510110 |
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| 摘 要： | 爆破夯实密实基床的施工方法在广州港南沙港区工程#1#～10泊位施工中普遍采用;该工程的特点是基床厚度大(最大达21m),抛石量大。因此,采用爆破夯实的施工方法对工期要求紧迫的工程很有必要。通过对该工程质量管理经验总结,为同类型项目的施工提供参考。
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| 关 键 词： | 爆夯 基床 水工结构 |
| 文章编号： | 1002-4972（2005）09-0072-03 |
| 收稿时间： | 2005-07-29 |
| 修稿时间： | 2005-07-29 |
Explosive Tamping of Foundation Bed in Engineering |
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| SU Xian-liang.Explosive Tamping of Foundation Bed in Engineering[J].Port & Waterway Engineering,2005(9):72-74,105. |
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| Authors: | SU Xian-liang |
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| Institution: | Guangzhou Port Construction Engineering Quality Supervision Station, Guangzhou 510110, China |
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| Abstract: | The construction method of foundation bed consolidation by explosive tamping is widely used in construction of No.1 to No. 10 berths of Guangzhou Port Nansha Port Area engineering, which is characterized by thick foundation bed (The thickest is 21 m) and large rubble volume. So, it is necessary to adopt the construction method of explosive tamping for foundation bed consolidation to adapt to the requirement of tight construction period. The technological characteristics of this method are presented combining the practice of engineering quality management, which mayserve as a reference for construction ofthe same- kind projects. |
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| Keywords: | explosive tamping foundation bed hydraulic structure |
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