首页> 中文期刊> 《山西建筑》 >非饱和土土水特性试验研究

非饱和土土水特性试验研究

         

摘要

The paper undertakes the triaxial test on the unsaturated soil in Luoyang area with improved unsaturated soil triaxial apparatus,and undertakes the analysis and research on the influence of the soil and water characteristic and specimen reconstruction on matric suction,proves by the research that the matric suction of the trial didn't have the linear reduction along with the increasing confining pressure,the matric suction has the continuous reduction along with the increasing saturation,and the relationship between the saturation and the matric suction is continuous.%在改进的非饱和土三轴仪上对洛阳地区非饱和土开展了三轴试验,并依此对非饱和土土水特性、试样重塑对基质吸力的影响进行了分析研究。研究表明:试件的基质吸力随围压的增大而非线性减小,基质吸力随饱和度的增大而连续减小,饱和度与基质吸力的关系是连续的。

著录项

相似文献

  • 中文文献
  • 外文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号