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EWEC土壤固化剂在深层搅拌桩中的应用研究
引用本文:关喜才,王德安.EWEC土壤固化剂在深层搅拌桩中的应用研究[J].四川建筑科学研究,2004,30(4):65-67.
作者姓名:关喜才  王德安
作者单位:1. 漯河市建筑设计研究院,河南,漯河,462000
2. 漯河市沙澧建筑设计有限公司,河南,漯河,462000
摘    要:结合EWEC新型土体固结剂与传统水泥固结剂在深层搅拌桩应用中的对比试验,阐述了EWEC固化土的作用机理,证明了EWEC固化剂可以使搅拌桩固结土强度大幅度提高,从而可以显著增加深层搅拌桩复合地基的承载能力。

关 键 词:深层搅拌桩  土体固结  复合地基  土壤固化剂  承载能力  强度  固化土  固结剂  对比试验
文章编号:1008-1933(2004)04-0065-03
修稿时间:2003年6月30日

Applied study of the solidifying agent of the soil-EWEC in the deep mixing pile
GUAN Xi-cai,WANG De-an.Applied study of the solidifying agent of the soil-EWEC in the deep mixing pile[J].Building Science Research of Sichuan,2004,30(4):65-67.
Authors:GUAN Xi-cai  WANG De-an
Affiliation:GUAN Xi-cai~1,WANG De-an~2
Abstract:By way of the contrast test for the new type of the solidifying agent of the soil-EWEC with the tradition cement solidifying agent in application of the deep mixing pile.This paper has expounded the mechanism of the solidified soil-EWEC,and proved that EWEC solidifying agent can increase by a wild margin the strength of the solidified soil in the deep mixing pile,thus increasing notably the bearing capacity of the composite foundation of the deep mixing pile.
Keywords:mixing pile  soil solidifying agent  side friction  
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