EN-1固化剂对4种土壤饱和导水率的影响研究

丁小龙; 张兴昌; 窦晶晶; 郝振全

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EN-1固化剂对4种土壤饱和导水率的影响研究

试验研究

- EN-1固化剂对4种土壤饱和导水率的影响研究
- Effects of EN-1 Solidifying Agent on Saturated Hydraulic Conductivity of Four Soils
- 水土保持通报 2012年31卷第1期页码：132-134
- 作者机构：
  
  1. 西北农林科技大学资源环境学院, 陕西杨凌,712100
  2. 宁夏环境保护厅,宁夏,银川,750011
  3. 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
- 作者简介：
- 基金信息：
  
  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)
- DOI：
  中图分类号：
- 纸质出版：2012
- 稿件说明：
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丁小龙, 张兴昌, 窦晶晶, 等. 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, 2012,31(1):132-134.

DING Xiao-long, ZHANG Xing-chang, DOU Jing-jing, et al. Effects of EN-1 Solidifying Agent on Saturated Hydraulic Conductivity of Four Soils[J]. Bulletin of Soiland Water Conservation, 2012, 31(1): 132-134.
丁小龙, 张兴昌, 窦晶晶, 等. 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, 2012,31(1):132-134. DOI：

DING Xiao-long, ZHANG Xing-chang, DOU Jing-jing, et al. Effects of EN-1 Solidifying Agent on Saturated Hydraulic Conductivity of Four Soils[J]. Bulletin of Soiland Water Conservation, 2012, 31(1): 132-134. DOI：

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。

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.

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