| 开山石填海挤淤区非均匀软弱地基的治理 |
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| 引用本文： | 彭涛,武威.开山石填海挤淤区非均匀软弱地基的治理[J].水文地质工程地质,2002,29(1):54-57. |
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| 作者姓名： | 彭涛 武威 |
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| 作者单位： | 建设部综合勘察设计研究院深圳研究院,广东,深圳,518051 |
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| 摘 要： | 对开山石填海挤淤形成的非均匀软弱地基进行处理时，由于工程性质很差、厚度较大、沉降固结历时较长且数值较大的淤泥层位于开山石回填层之下，地基处理比较困难。本文介绍了一个经济、合理的地基处理方法，对沿海地区大量存在的同类工程具有参考价值。
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| 关 键 词： | 开山石填海挤淤 非均匀软弱地基 强夯挤淤法 预制混凝土管桩 沉降固结 地基处理 |
| 文章编号： | 1000-3665(2002)01-0054-03 |
| 修稿时间： | 2000年10月30 |
Treatment of the uneven soft foundation in site-extruding area by excavating hills |
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| PENG Tao et al..Treatment of the uneven soft foundation in site-extruding area by excavating hills[J].Hydrogeology and Engineering Geology,2002,29(1):54-57. |
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| Authors: | PENG Tao |
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| Institution: | PENG Tao et al. |
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| Abstract: | It is difficult to treat the uneven soft foundation in site\|extruding area by excavating hills to fill up the seabeach because the silt under the backfill rocks has bad geotechnical engineering characteristics. This article gives an example of foundation treatment that is economical and reasonable. The experience is very useful for the same projects in the coastal silt. |
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| Keywords: | site\|extruding area excavating hills to fill up the seabeach uneven soft foundation the method of heavy tamping and silt compassion pre\|fabricated concrete tube pile |
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