| 海淤地质条件下地基基础加固试验研究 |
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| 引用本文： | 葛启举.海淤地质条件下地基基础加固试验研究[J].建筑科学,2008,24(11). |
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| 作者姓名： | 葛启举 |
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| 作者单位： | 淮海工学院,土木工程系,江苏,连云港,222005 |
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| 基金项目： | 江苏高校自然科学研究计划项目
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| 摘 要： | 针对连云港市220kV云台变电所设备基础的沉降状况及海淤地质条件,提出了钢管混凝土桩和压密注浆两种加固方案.通过模拟试验的试验结果和数据分析.得出钢管混凝土桩加崮优于压密注浆加同的结论,钢管混凝土桩方案已被用于工程加同.本文为海淤地质条件下地基基础加同提供了借鉴,也为小空间工程的地基基础加同施工提供_广参考.
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| 关 键 词： | 海淤 钢管混凝上桩 压密注浆 地基基础加固 |
Experimental Study on the Foundation Reinforcing under the Condition of Sea Sediment |
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| GE Qi-ju.Experimental Study on the Foundation Reinforcing under the Condition of Sea Sediment[J].Building Science,2008,24(11). |
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| Authors: | GE Qi-ju |
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| Affiliation: | GE Qi-ju (Huai-hai Institute of Technology,Lianyungang 222005,Jiangsu,China) |
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| Abstract: | Two reinforcing projects are put forward which is the steel pipe concrete pile and the pressing-thickness-pouring-serum,based on the sedimentation state and sea sediment condition of Lianyungang-yuntai transformer substation equipment foundation.According to experimental results and data analysis,the conclusion is drawn that the steel pipe concrete pile is better than the pressingthickness-pouring-serum,and the former method is adopted in this engineering.The paper can provide reference for the foundation r... |
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| Keywords: | sea sediment steel pipe concrete pile pressing-thickness-pouring-serum foundation reinforcing |
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