2011 ◽  
Vol 16 (2) ◽  
pp. 531-536 ◽  
Author(s):  
Sandrina Henn ◽  
Rodrigo Varella de Carvalho ◽  
Fabrício Aulo Ogliari ◽  
Ana Paula de Souza ◽  
Sergio Roberto Peres Line ◽  
...  

1976 ◽  
Vol 59 (7-8) ◽  
pp. 324-327 ◽  
Author(s):  
SEISHI YAJIMA ◽  
KIYOHITO OKAMURA ◽  
JOSABURO HAYASHI ◽  
MAMORU OMORI

JOM ◽  
1998 ◽  
Vol 50 (3) ◽  
pp. 36-39 ◽  
Author(s):  
Y. Du ◽  
X. Chang ◽  
N. Shi ◽  
J. C. Y. Chung ◽  
K. P. Rao

Author(s):  
Do-Young Moon ◽  
Soo-Ho Chang ◽  
Gyu-Jin Bae ◽  
Gyu-Pil Lee ◽  
Hee-Sung Kim

2011 ◽  
Vol 409 (1-2) ◽  
pp. 104-110 ◽  
Author(s):  
Simo-Pekka Simonaho ◽  
T. Aleksi Takala ◽  
Marko Kuosmanen ◽  
Jarkko Ketolainen

2001 ◽  
Vol 289 (1-2) ◽  
pp. 1-9 ◽  
Author(s):  
G.E. Youngblood ◽  
Charles Lewinsohn ◽  
R.H. Jones ◽  
Akira Kohyama

2021 ◽  
Vol 11 (14) ◽  
pp. 6343
Author(s):  
Aram Lee ◽  
Yu Yan ◽  
Yuanchun Jin ◽  
Jiho Youk ◽  
Hanyong Jeon

In this paper, multi-junction clamp was used for junction strength evaluation under 20, 50 and 100 mm/min of strain rate at ambient condition. One~eight rib specimens were gripped in the clamps and each gage length was 50 mm, 100 mm and 150 mm, respectively. Warp knitted and woven type geogrids were used to compare the effects of multi-junction clamping on junction and tensile strength, respectively. The results indicate that junction strength decreased while the number of junctions increased. When the strain rate was increased, junction strength of woven type increased, but there was no effect of strain rate on warp knitted type. The newly designed clamp test for geogrid junction strength in this research is more accurate than the single-junction test, considering the scale effect of specimens.


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