experimental study on interface friction characteristics between GCL and geomembrane

2021 ◽  
Author(s):  
biun li
2020 ◽  
Vol 140 ◽  
pp. 107124 ◽  
Author(s):  
Xing Li ◽  
Peiyao Qi ◽  
Sichao Tan ◽  
Dongyang Li ◽  
Yitung Chen ◽  
...  

2020 ◽  
Vol 249 ◽  
pp. 118719 ◽  
Author(s):  
Jong-Sub Lee ◽  
WooJin Han ◽  
Sang Yeob Kim ◽  
Yong-Hoon Byun

2019 ◽  
Vol 11 (11) ◽  
pp. 168781401989022
Author(s):  
Chunjian Liu ◽  
Daochun Xu ◽  
Qingqing Li

Friction behavior is an important component of the metal-cutting mechanism. A simple and effective friction device that can yield the desired friction characteristics is required. In this article, a friction device with a solid–liquid–gas vibration reduction was proposed to research the interface friction characteristics. The interface friction characteristics of cupronickel B10 and YG6 were obtained through the new friction device, including the friction force, friction temperatures, and friction coefficient. The results show that an experimental solid–liquid–gas vibration reduction is feasible and effective to obtain the interface friction characteristics. The relationship between the friction-interface temperature T2 and the measured-point temperature T1 that was obtained by a heat-conduction model is linear. For cupronickel B10 and YG6, the friction coefficient gradually decreases with an increase in friction speed, and increases initially and then decreases with an increasing load. Based on the effect of friction temperature, friction speed, and load, a friction model for the interface friction characteristics of cupronickel B10 and YG6 was obtained.


2012 ◽  
Vol 446-449 ◽  
pp. 264-268 ◽  
Author(s):  
Wei Shi ◽  
Jin Han ◽  
Yuan Hao Jiang ◽  
Yong Bin Li

The technology of Reinforced soil has been widely used in civil engineering, its theory has some development . However, there is nearly any study about the theory of Geogrid-reinforced fly ash .In this paper, study the interface characteristics between fly ash and geogrid through the pull-out test,reach the following conclusions:the size of normal stress and water impact the interface parameters between the geogrid and fly ash;the interface friction coefficient between Geogrid and fly ash is small,adding gravel to fly ash can improve the interface friction coefficient between geogrid and fly ash.


1987 ◽  
Vol 30 (2) ◽  
pp. 167-176 ◽  
Author(s):  
D. C. Sun ◽  
R. C. Rosenberg

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