摘要
通过实验室试验及分析得到了各影响因素(水泥掺量、钢纤维掺量、含水量、龄期)对钢纤维水泥土无侧限抗压强度、变形模量的影响规律.可为钢纤维水泥土的设计和施工提供参考依据.
The unconfined compressive strength of steel fiber reinforced soil-cement and modulus of deformation are influenced by such factors as the cement ratio, the steel-fiber ratio, the water ratio and the age by laboratory experiments and analysis, the paper finds out relationships between these factors, thus providing a guidance to the production and application of the cement.
出处
《南京工程学院学报（自然科学版）》
2006年第2期38-42,共5页
Journal of Nanjing Institute of Technology(Natural Science Edition)
基金
南京工程学院科研基金项目(KXJ04-124)
关键词
钢纤维水泥土
无侧限抗压强度
变形模量
实验室试验
影响因素
steel fiber reinforced soil-cement
unconfined compressive strength
modulus of deformation
laboratory ex- periments
influencing factors
