摘要
土是一种散粒体材料,其性质受多种因素影响,不同场地、不同环境下的土性质相差悬殊。针对工程中比较棘手的软弱土———粘质粉土性质的模糊性,专门进行各项室内试验,获得大量数据,在此基础上对数据进行归纳分析,总结出该类土在压缩过程中表现出的特殊性质,并加以详细的解释说明。
Soil is a kind of dispersing material, which properties are influenced by various factors. There are different properties at different sites under different condition. For the sake of making clear the properties of clayey silt that usually may be used in practice, the necessary special experiments have been done to obtain lots of corresponding data. According to these data, the special properties of clayey silt can be found by compression test. Then, the phenomenon was explained in detail.
出处
《南京工业大学学报（自然科学版）》
CAS
2006年第2期35-39,共5页
Journal of Nanjing Tech University(Natural Science Edition)
基金
霍英东青年教师基金(91076)
江苏省"六大人才高峰"项目
教育部科学技术研究重点项目(205058)
关键词
粘质粉土
加卸载
变形
试验
clayey silt
loading and unloading condition
deformation
experiments
