Influence of temperature on glutinous rice slurry strengthening site soil by sticky rice-lime mortar

被引:0
|
作者
Chen W. [1 ,2 ]
Zhang Q. [1 ,2 ]
Liu H. [1 ,2 ]
Yang P. [1 ,2 ]
机构
[1] Key Laboratory of Mechanics on Disaster and Environment in Western China, Ministry of Education, Lanzhou University, Lanzhou, 730000, Gansu
[2] School of Civil Engineering and Mechanics, Lanzhou University, Lanzhou, 730000, Gansu
来源
| 1600年 / Academia Sinica卷 / 36期
关键词
Hardness; Longitudinal wave velocity; Site soil; Soil mechanics; Sticky rice-lime mortar; Unconfined compressive strength;
D O I
10.13722/j.cnki.jrme.2017.0437
中图分类号
学科分类号
摘要
Sticky rice-lime mortar has great application potential in repairation of Chinese heritage sites. The reinforcement of site soil has been certain influenced by the temperature of glutinous rice slurry. Therefore from the temperature point, the control index of making glutinous rice slurry is investigated. The aim is to save time and gain the desired glutinous rice slurry with obvious reinforcement effect. From the aspects of hardness, longitudinal wave velocity and unconfined compressive strength, the performance of site soil reinforced by glutinous rice slurry can be superior between 75℃ and 80℃. When the concentration of glutinous rice slurry equals to 6%, the reinforced site soil has larger hardness, longitudinal wave velocity and unconfined compressive strength. Cured five days under natural environment, the hardness of sample surface basically tends to be stable. Finally, based on the viscosity, physical and chemical property of glutinous rice slurry, the test results has been explained reasonably. © 2017, Science Press. All right reserved.
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页码:4244 / 4250
页数:6
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