原文传递
Repeated loading of fine grained soils
| 题名： | Repeated loading of fine grained soils |
| 责任者： | Brown, SF,Loach, SC,O'reilly, MP |
| 关键词： | not available |
| 学科分类： | 公路工程 |
| 摘要： | The results from a series of laboratory tests on specimens of fine grained soils subjected to repeated loading simulative of traffic effects on pavements are presented. The soils had a plasticity index range from 19 to 48% and tests both in saturated and partially saturated conditions were performed. Models for the resilient strain responses of the soils are proposed together with a limiting stress relationship for the development of permanent strain. Further testing using the california bearing ratio (CBR) apparatus allowed the relationship between CBR and soil stiffness to be investigated and compared with the empirical relationships currently used for pavement design. The non-linear resilient strain models were incorporated into a finite element program, and a range of pavement structures were analysed. These analyses indicate that the subgrade stiffness increases rapidly with depth and that the position of the water table has a considerable influence on the insitu stiffness. (A) |
| 出版机构： | Transport Research Laboratory |
| 提交日期： | 1 January 1987 |
| 总页数： | 17 |
| 报告类型： | 科技报告 |
| 资源类型： | 科技（咨询、行业）报告 |
| 初始创建时间： | 1 January 1987 |
相关文献
- the shrinkage of fine-grained soil-cement
- Repeated triaxial loading of soil: apparatus and preliminary results
- Static and repeated loading tests on lightweight prestressed concrete bridge beams
- A preliminary investigation to determine the resistance of cement-stabilized materials to repeated loading
- Pier and Contraction Scour in Cohesive Soils
- Improved Test Methods for Specific Gravity and Absorption of Coarse and Fine Aggregate
检索历史
应用推荐
