摘要
基于室内盐溶和盐胀试验,对板块状盐渍土的盐溶和盐胀特性进行研究。试验结果表明:板块状盐渍土属溶陷性土,随着含盐量的增大,溶陷系数增大;盐胀起胀温度随着硫酸钠含量的增加有较大幅度的提前,且最终盐胀力提高很大;随着硫酸钠含量增大,盐胀剧烈区间越接近硫酸钠析出剧烈区间;一定荷载的存在能够抑制盐渍土的盐胀作用。这说明工程实际中若要充分利用板块状盐渍土,必须注意其环境特点并采取相应的处治技术。
The characteristics of salt-dissolution and salt-heaving of plate-like saline soil are systematically studied on the basis of laboratory experiments.The results show that the plate-like saline soil is collapsible soil,and the coefficient of collapsibility increases with the increase of the salinity.The salt-heaving temperature is ahead of time as the sodium sulfate content increases,and finally the salt expansion force has a great increase.As the sodium sulfate content increases,the intensity salt-heaving range is closer to the intensity sodium sulfate precipitation range.The salt-heaving can be restricted by a certain load.All the above shows that in engineering practices of the plate-like saline soil,we must pay attention to the environmental characteristics and take some appropriate treatments.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
2010年第9期1439-1442,共4页
Chinese Journal of Geotechnical Engineering
基金
新疆维吾尔自治区交通科技攻关项目(200609251)
关键词
道路工程
板块状盐渍土
盐溶和盐胀
溶陷系数
盐胀区间
road engineering
plate-like saline soil
salt-dissolution and salt-heaving
coefficient of collapsibility
salt-heaving interval