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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.