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堤防水泥固化培土强度的试验研究
引用本文:缪志萍 刘汉龙. 堤防水泥固化培土强度的试验研究[J]. 华东船舶工业学院学报, 2005, 19(5): 20-24
作者姓名:缪志萍 刘汉龙
作者单位:[1]江苏科技大学船舶与海洋工程学院,江苏镇江212003 [2]河海大学岩土工程研究所,江苏南京210098
基金项目:镇江市科技局资助项目(镇科社[2003]119号)
摘    要:水泥固化土是近年来用于堤防防渗、提高边坡稳定性及提高抗冲刷能力的一种新技术,为了提高水泥土的应用水平,通过室内试验研究了水泥土的无侧限强度与水泥掺人比、水灰比、龄期的关系,认为满足工程应用的最佳水泥掺量比大于8%。

关 键 词:堤防 水泥固化土 掺人量 龄期 无侧限抗压强度
文章编号:1006-1088(2005)05-0020-05
收稿时间:2004-11-02

Laboratory Study on Unconfined Strength of Cement-stabilized Soil in Embankment
MIAO Zhi-ping , LIU Han-long. Laboratory Study on Unconfined Strength of Cement-stabilized Soil in Embankment[J]. Journal of East China Shipbuilding Institute(Natural Science Edition), 2005, 19(5): 20-24
Authors:MIAO Zhi-ping    LIU Han-long
Affiliation:1. School of Naval Architecture and Ocean Eng. , Jiangsu University of Science and Technology, Zhenjiang Jiangsu 212003, China; 2. Geotechnical Research Institute, Hohai University, Nanjing Jiangsu 210098,China
Abstract:Cement-stabilization of soil is a new technology of embankment in permeability and stability. For enhancing the application of cement-stabilized soil, the relationship between the unconfined strength and cement-mixed ratio, w/c ratio, cement setting time was studied though the experiment in laboratory. Results show that the strength can satisfy the requirement if the cement-mixed ratio is no less than eight percent.
Keywords:embankment   cement-stabilized soil   cement-mixed ratio   cement setting time   unconfined strength
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