Evaluation of the dynamic shear strength of rocks under confining pressure

2019 ◽  
pp. 125-129
Author(s):  
G. Min ◽  
S. Oh ◽  
S. Park ◽  
S. Cho ◽  
Y. You ◽  
...  
2016 ◽  
pp. 151-155
Author(s):  
G Min ◽  
S Oh ◽  
M Kim ◽  
J Yoon ◽  
S Cho ◽  
...  

2008 ◽  
Vol 22 (31n32) ◽  
pp. 5825-5830 ◽  
Author(s):  
ZHENGHUA XIAO ◽  
BO HAN ◽  
HONGJIAN LIAO ◽  
AKENJIANG TUOHUTI

A series of dynamic triaxial tests are performed on normal anisotropic consolidation and over anisotropic consolidation specimens of loess. Based on the test results, the variable regularity of dynamic shear stress, axial strain and pore water pressure of loess under dynamic loading are measured and analyzed. The influences of the dynamic shear strength and pore water pressure at different over consolidation ratio are analyzed. The relationship between dynamic shear strength and over consolidation ratio of loess is obtained. The evaluating standard of dynamic shear strength of loess is discussed. Meanwhile, how to determine the effective dynamic shear strength index of normal anisotropic consolidated loess is also discussed in this paper. Several obtained conclusions can be referenced for studying the dynamic shear strength of loess foundation.


1978 ◽  
Vol 18 (1) ◽  
pp. 91-97 ◽  
Author(s):  
Sukeo O-hara ◽  
Hiroshi Matsuda

2012 ◽  
Vol 61 (1) ◽  
pp. 64-67 ◽  
Author(s):  
Sadatomo ONIMARU ◽  
Junichi KOSEKI ◽  
Yukika MIYASHITA ◽  
Takeko MIKAMI ◽  
Yoshio SUZUKI

1982 ◽  
Vol 1982 (328) ◽  
pp. 153-156
Author(s):  
Sukeo OHARA ◽  
Tetsuro YAMAMOTO ◽  
Toshikatsu OGUSHI

AIP Advances ◽  
2016 ◽  
Vol 6 (4) ◽  
pp. 045309 ◽  
Author(s):  
H. S. Zhang ◽  
M. Yan ◽  
H. Y. Wang ◽  
L. T. Shen ◽  
L. H. Dai

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