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新型固化剂ESC在搅拌桩中的应用研究
引用本文:关喜才.新型固化剂ESC在搅拌桩中的应用研究[J].岩土力学,2008,29(11):3149-3152.
作者姓名:关喜才
作者单位:漯河市沙澧建筑设计有限公司,河南 漯河 462000
摘    要:通过新型岩土固化剂(ESC)搅拌桩体与水泥土搅拌桩体的对比试验以及ESC固化土作用机理的论述,说明了搅拌桩具有较高的侧摩阻力,同时证明了用ESC固化剂替代水泥能使搅拌桩固结土的强度大幅度得到提高,从而解决了搅拌桩因桩体强度低而存在的侧摩阻力难以发挥、单桩承载力低的问题。

关 键 词:岩土固化剂(ESC)  桩体强度  单桩极限承载力  侧摩阻力  
收稿时间:2006-12-16

On application of new ESC solidifying agent to mixing piles
GUAN Xi-cai.On application of new ESC solidifying agent to mixing piles[J].Rock and Soil Mechanics,2008,29(11):3149-3152.
Authors:GUAN Xi-cai
Institution:Shali Building Design Limited Company, Luohe 462000, China
Abstract:By way of contrast tests for on the new type of ESC mixing piles body with the soil-cement mixing piles body, the mechanism of ESC solidified soil is expounded; and that these mixing piles have higher side friction is proved. Meanwhile, that substituting the ESC solidifying agent for cement can obviously increase the strength of solidified soil in the mixing piles is proved. Therefore this method has naturally solved the following problem, that is, the single use of cement can’t allow full play to the side friction because of low strength of the bodies of mixing pile and low bearing capacity of the single pile.
Keywords:early strength and water stability soil consolidator  strength of mixing pile body  ultimate bearing capacity of single pile  side friction    
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