首页 | 本学科首页   官方微博 | 高级检索  
     

水泥土力学性能的试验研究
引用本文:周丽萍,申向东. 水泥土力学性能的试验研究[J]. 硅酸盐通报, 2009, 28(2): 359-365
作者姓名:周丽萍  申向东
作者单位:内蒙古农业大学水利与土木建筑工程学院,呼和浩特,010018;内蒙古农业大学水利与土木建筑工程学院,呼和浩特,010018
摘    要:利用内蒙古河套粉质粘土拌制水泥土,掺入比分别取5%、10%、15%、20%、25%,养护龄期取7 d、28 d、60 d、90 d,通过单轴受压试验,取得了水泥土无侧限抗压强度、应力-应变关系的变化规律,并分析了对其影响的因素,提出了这种水泥土的单轴受压下应力-应变全曲线本构方程,定量的分析了龄期、水泥掺入比对水泥粘土的力学性能的影响,为其应用于实际工程提供实验依据.

关 键 词:水泥土  无侧限抗压强度  应力-应变关系  变形模量

Study on Mechanical Behaviors of Soil Cement
ZHOU Li-ping,SHEN Xiang-dong. Study on Mechanical Behaviors of Soil Cement[J]. Bulletin of the Chinese Ceramic Society, 2009, 28(2): 359-365
Authors:ZHOU Li-ping  SHEN Xiang-dong
Affiliation:College of Water Conservancy and Civil Engineering;Inner Mongolia Agricultural University;Huhhot 010018;China
Abstract:The soil cement was made from cement and silty clay of Hetao Irrigation District. The mixing amount of cement is 5%,10%,15%,20%,25% respectively in the lab,The curing age is 7 d,28 d,60 d,90 d respectively. the uniaxial compressive strength without lateral confinement and the stress-strain relationship of the specimens were measured,and the influence factors were analyzed. The equation of stress-strain curve of the soil cement was established under the condition of uniaxial compression. In addition,the infl...
Keywords:soil cement  compressive strength without lateral confinement  stress-strain curve  deformation modulus  
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《硅酸盐通报》浏览原始摘要信息
点击此处可从《硅酸盐通报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号