| EWEC土深层搅拌桩实验研究 |
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| 引用本文： | 王玉珏,关喜才.EWEC土深层搅拌桩实验研究[J].工程勘察,2004(4):16-18. |
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| 作者姓名： | 王玉珏 关喜才 |
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| 作者单位： | 黄河水利职业技术学院,河南,开封,475001;漯河市沙澧建筑设计有限公司,河南,螺河,462000 |
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| 摘 要： | 本文通过EWEC土新型搅拌桩体与水泥土搅拌桩体的对比试验 ,证明了搅拌桩具有较高的侧摩阻力 ;提出了用EWEC土壤固化剂能使搅拌桩固结土的强度得到大幅度提高 ,可以替代水泥解决搅拌桩因桩身强度偏低而存在的侧摩阻力难以发挥、单桩承载力偏低的问题。验证了EWEC土搅拌桩的实用性
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| 关 键 词： | 桩体强度 EWEC土壤固化剂 单桩极限承载力 侧摩阻力 |
Experimental Study on Deep Mixing Piles with EWEC |
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| Wang Yujue et al..Experimental Study on Deep Mixing Piles with EWEC[J].Geotechnical Investigation & Surveying,2004(4):16-18. |
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| Authors: | Wang Yujue |
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| Affiliation: | Wang Yujue et al. |
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| Abstract: | Through the contrast tests for the new-type EWEC mixing piles with the cement mixing piles,it is proved that the mixing piles have higher side friction.The use of EWEC solidifying agent can greatly increase the strength of the solidified soil of mixing piles.The method can solve the problems such as the low value of side friction owing to the low strength of pile body and the low bearing capacity of single pile.The practice-ability of mixing pile with EWEC is proved. |
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| Keywords: | bearing strength of pile body EWEC soil solidifying agent limit bearing capacity of single pile side friction |
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