• 责任者：Wang Songhe (College of Water Resources and Architectural Engineering ; Northwest A & F University ; Yangling 712100 ; China) ; Luo Yasheng
• 刊名：Hydrogeology and Engineering Geology
• 出版年：2009
• 卷期：36(6)
• 关键词：黄土类土 ; loessial soil ; 固结试验 ; consolidometer tests ; 蠕变 ; creep
• 页码：p.72-75
• 图表：6 illus., 4 tables, 13 refs.
• 分类号：1702
• issnNo：ISSN1000-3665
• isbnNo：CN11-2202/P

By taking the loess of Yangling District in Shaanxi Province as the research object, a uniaxial compression test is conducted to obtain the characteristic creep curve of intact loess under different water content and analyze the influence of water content and normal stress on creep consolidation characteristics. The result indicates: when the water content is invariable, the normal stress influences the creep consolidation characteristics obviously; the performance is bigger for the normal stress, the strain of loess is bigger; when the normal stress is invariable, water content obviously influences the creep consolidation characteristics; the higher water content, the bigger strain.