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| EN-1固化剂对4种土壤饱和导水率的影响研究 | |
| 引用本文： | 丁小龙,张兴昌,窦晶晶,郝振全. EN-1固化剂对4种土壤饱和导水率的影响研究[J]. 水土保持通报, 2012, 32(1): 132-134 |
| 作者姓名： | 丁小龙 张兴昌 窦晶晶 郝振全 |
| 作者单位： | 1. 西北农林科技大学资源环境学院,陕西杨凌712100／宁夏环境保护厅,宁夏银川750011 2. 中国科学院水利部水土保持研究所,水利部水土保持生态工程技术研究中心,陕西杨凌712100 3. 西北农林科技大学资源环境学院,陕西杨凌,712100 4. 宁夏环境保护厅,宁夏银川,750011 |
| 基金项目： | 973国家重点基础研究发展规划项目“生物要素的生物地球化学过程及其区域响应”(2007CB106803) |
| 摘 要： | 为了研究EN-1土壤固化剂的固化性能,通过室内模拟实验对杨凌、安康、安塞和靖边4种土壤在不同固化剂掺量、养护龄期的固化进行了土壤饱和导水率影响的研究,结果表明,微量掺加EN-1固化剂就可以明显减小黄棕壤和土的饱和导水率,饱和导水率随着培养龄期的增加而下降,当培养期大于14d时土样的饱和导水率近似为0;黄绵土与风沙土的饱和导水率随着固化剂掺量增加而减小,培养龄期增大,饱和导水率随之下降,固化剂掺量为1%,培养期为28d时黄绵土和风沙土的饱和导水率最低。 |
| 关 键 词： | EN-1土壤固化剂 饱和导水率 培养龄期 |
| 收稿时间： | 2011-03-28 |
| 修稿时间： | 2011-05-17 |
Effects of EN-1 Solidifying Agent on Saturated Hydraulic Conductivity of Four Soils |
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| DING Xiao-long,ZHANG Xing-chang,DOU Jing-jing and HAO Zhen-quan. Effects of EN-1 Solidifying Agent on Saturated Hydraulic Conductivity of Four Soils[J]. Bulletin of Soil and Water Conservation, 2012, 32(1): 132-134 | |
| Authors: | DING Xiao-long ZHANG Xing-chang DOU Jing-jing HAO Zhen-quan |
| Affiliation: | 1.College of Resources and Environment,Northwest A & F University,Yangling,Shaanxi 712100,China; 2.Research Centre on Soil and Water Conservation,Ministry of Water Resources,Institute of Soil and Water Conservation,Chinese Academy of Sciences and Ministry of Water Resources,Yangling,Shaanxi 712100,China;3.Environmental Protection Bureau of Ningxia Province,Yinchuan,Ningxia 750011,China) |
| Abstract: | In order to estimate soil solidification performance of EN-1 solidifying agent,saturated hydraulic conductivities for four types of soils collected from Yangling,Ankang,Ansai,and Jingbian in Shaanxi Province were investigated by indoor simulation test with different solidifying agent contents and curing ages.Results indicated that traces of EN-1 solidifying agent added in the tests can considerably reduce saturated hydraulic conductivities of yellow brown soil and Lou soil.The saturated hydraulic conductivities decreased rapidly with the increased curing age and dropped to zero when curing age was more than 14 days.Saturated hydraulic conductivities of loessal soil and sandy soil decreased not only with the increased addition of the solidifying agent,but also with the increased curing age.The saturated hydraulic conductivities of loessal soil and sandy soil were the lowest at the 1% EN-1 solidifying agent after 28 days curing. |
| Keywords: | EN-1 solidifying agent saturated hydraulic conductivity curing age |
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