膨胀性粘土
孔隙比
岩土工程
淤泥
收缩率
级配
肿胀 的
含水量
堤防
材料科学
膨胀的
环境科学
土壤科学
复合材料
地质学
土壤水分
抗压强度
计算机科学
古生物学
计算机视觉
作者
Zhi-Qing Li,Le Fu,Fang Xie,Ru-jiao Tan,Yanping Wang,Duo Zhong
出处
期刊:Advanced Materials Research
日期:2011-02-01
卷期号:197-198: 1005-1009
被引量:1
标识
DOI:10.4028/www.scientific.net/amr.197-198.1005
摘要
The improvement of expansive soil with chemical medicine has been concerned by geotechnical engineers. The cation modifier is used to improve the expansive soil in embankment engineering of an express highway in Yunnan province. The modified test results indicate that the hydrophilic nature and swelling-shrinkage properties of samples are changed drastically. The free swelling ratio decrease and the particle size gradation, strength characteristics and hydrological properties of the treated expansive soil are improved by a wide range. The clay content decreases, but the silt content increases. The void ratio decreases sharply, but the fabric becomes more compact. The change of dry density with water content changing is less, but the water stability of modified soil is improved. The indexes are satisfied with the project requests and the engineering cost reduces.
科研通智能强力驱动
Strongly Powered by AbleSci AI