论文部分内容阅读
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。
The long-term (creep) test and analysis of undisturbed loess under unilateral compression was performed on the undisturbed loess. The study showed that the creep variable occupies a very considerable proportion in the total compressive deformation and is worthy of consideration in engineering practice.