首页 | 本学科首页   官方微博 | 高级检索  
     

碳酸盐渍土的膨胀特性研究
引用本文:刘彦辉. 碳酸盐渍土的膨胀特性研究[J]. 水土保持通报, 2012, 32(1): 119-121
作者姓名:刘彦辉
作者单位:中铁第一勘察设计院集团有限公司,陕西西安,710043
基金项目:国家西部交通建设科技项目“盐渍土地区公路修筑成套技术研究”(2003-318-797-50)
摘    要:在新疆省道201线克拉玛依—榆树沟段改建工程段采集土样,通过室内试验研究影响碳酸盐渍土膨胀的主要因素。首先讨论盐渍土地层的自然垂直分布对碳酸盐渍土膨胀特性的影响,得到膨胀率随土样深度的变化发生变化,在25—75cm时膨胀最为明显;考虑到季节变化和温度的影响,进行了碳酸盐渍土的多次冻融循环盐胀特性的研究,发现温度对碳酸盐渍土的膨胀特性影响很小。为了分析含盐量对碳酸盐渍土膨胀特性的影响,室内配制含盐量为0.5%,1.0%,1.5%,2.0%的土样进行膨胀试验,结果表明,含盐量从0.5%增加到2.0%时,其最大膨胀率从10.0%增加到22.5%。

关 键 词:碳酸盐渍土  膨胀  土样深度  温度  含盐量
收稿时间:2011-06-07
修稿时间:2011-10-25

A Study on Expansion Characteristics of Carbonate Saline Soil
LIU Yan-hui. A Study on Expansion Characteristics of Carbonate Saline Soil[J]. Bulletin of Soil and Water Conservation, 2012, 32(1): 119-121
Authors:LIU Yan-hui
Affiliation:LIU Yan-hui(First Survey and Design Institute Group Co.,Ltd.,China Railway,Xi′an,Shaanxi 710043,China)
Abstract:Soil samples were taken from Kelamayi to Elm Ditch along provincial road No.201 in Xinjiang Wei Autonomous Region and the main factors influencing the expansion characteristics of carbonate saline soil were studied through laboratory test.The effects of the natural vertical distribution of saline soil layers on the expansion of saline soil were discussed at first.The expansion ratio was found to vary with soil sampling depth and the expansion was most significant between 25 and 75 cm below soil surface.By taking seasonal variation and temperature variation into consideration,the characteristics of saline soil in freeze-thaw cycle studied and temperature was found to have little effect on the expansion characteristics of carbonate saline soil.Expansion test was made with specimens containing salt 0.5%,1.0%,1.5%,and 2.0% in weight to analyze how salt content affects the expansion characteristics of the soil.Results show that the maximum expansion ratio increased from 10.0% to 22.5% as salt content increased from 0.5% to 2.0%.
Keywords:carbonate saline soil  expansion  soil depth  temperature  salt content
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《水土保持通报》浏览原始摘要信息
点击此处可从《水土保持通报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号