[1]席培胜,刘松玉,张八芳.水泥土搅拌桩搅拌均匀性的电阻率评价方法[J].东南大学学报(自然科学版),2007,37(2):355-358.[doi:10.3969/j.issn.1001-0505.2007.02.034]
 Xi Peisheng,Liu Songyu,Zhang Bafang.Electrical resistivity evaluation method to homogeneity of soil-cement deep mixing column[J].Journal of Southeast University (Natural Science Edition),2007,37(2):355-358.[doi:10.3969/j.issn.1001-0505.2007.02.034]
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水泥土搅拌桩搅拌均匀性的电阻率评价方法()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
37
期数:
2007年第2期
页码:
355-358
栏目:
土木工程
出版日期:
2007-03-20

文章信息/Info

Title:
Electrical resistivity evaluation method to homogeneity of soil-cement deep mixing column
作者:
席培胜 刘松玉 张八芳
东南大学岩土工程研究所, 南京 210096
Author(s):
Xi Peisheng Liu Songyu Zhang Bafang
Institute of Geotechnical Engineering, Southeast University, Nanjing 210096, China
关键词:
电阻率 水泥土搅拌桩 微观结构 均匀性 强度
Keywords:
electrical resistivity soil-cement deep mixing column microstructure homogeneity strength
分类号:
TU472.36
DOI:
10.3969/j.issn.1001-0505.2007.02.034
摘要:
采用电阻率测试方法,以常规水泥土搅拌桩和双向水泥土搅拌桩为例,对水泥土搅拌桩芯样电阻率进行测试.通过对其电阻率及其表征水泥土微观结构的结构因子、形状因子和各向异性指数的定量分析,阐述了水泥土搅拌桩在水平方向和沿桩身方向的均匀性; 通过与搅拌桩桩身标贯击数和无侧限抗压强度等宏观力学指标对比,验证了利用电阻指标评价水泥土搅拌桩搅拌均匀性的科学性与可行性.结论表明:常规水泥土搅拌桩搅拌不够均匀,桩身水泥土的微观结构、物理力学性质随深度增加变差,表现出方向上的差异性.双向水泥土搅拌桩搅拌均匀,桩身水泥土的微观结构、物理力学性质沿桩身分布均匀.取芯和标贯试验论证了上述结果.
Abstract:
The homogeneity characteristics was studied by means of electrical resistivity measurement with bi-directional cement-soil deep mixing column and traditional deep mixing column core samples; The homogeneity of column was analyzed quantitatively with the electrical resistivity, the formation factor, the shape factor and the anisotropy factor of core samples along the column. It’s shown that electrical resistivity and derived parameters can be used to evaluate the homogeneity of column quality in view of SPT(standard penetration test)blow counts and unconfined compression strength along the column. It is indicated that the quality, microstructure, and isotropy of bi-directional cement-soil deep mixing column are far superior to the traditional deep mixing column. In situ SPT tests on columns and unconfined compressive strength of core samples are consistent with the above results.

参考文献/References:

[1] 刘松玉,席培胜,储海岩,等.双向水泥土搅拌桩加固软土地基试验研究[J].岩土力学,2007,28(3):560-564.
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备注/Memo

备注/Memo:
基金项目: 国家自然科学基金资助项目(50478073).
作者简介: 席培胜(1969—),男,博士生; 刘松玉(联系人),男,博士,教授,博士生导师,liusy@seu.edu.cn.
更新日期/Last Update: 2007-03-20