摘要
对原状黄土进行了侧限条件下单向压缩的长期（蠕变）试验及分析，研究表明，蠕变量在总压缩变形量中占有非常可观的比例，值得在工程实际中考虑。
An uniaxial compressive creep test of undisturbed loess samples has been made out in thecondition of lateral restraint. The test results show that the creep value in total compressive deformation is quite large. It is necessary to consider the creep part in practice.
出处
《西安建筑科技大学学报（自然科学版）》
CSCD
1995年第3期304-308,共5页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
基金
冶金工业部资助
关键词
黄土
蠕变
试验
单向压缩
s: loess, creep, tests/uniaxial compression
