Critical state behaviour of an unsaturated clayey sand along constant water content direct shear and triaxial loading conditions

2018 ◽  
Vol 14 (3) ◽  
pp. 286-294 ◽  
Author(s):  
Ali Mirzaii ◽  
Seyyed Shahaboddin Yasrobi ◽  
Ebrahim Hefzi
Keyword(s):  
Water Content ◽  
Critical State ◽  
Direct Shear ◽  
Loading Conditions ◽  
Clayey Sand ◽  
Triaxial Loading ◽  
State Behaviour

scholarly journals Shear strength characteristics of Jerash expansive soil

2021 ◽  
Vol 3 (2) ◽  
pp. 74-80
Author(s):  
Talal Masoud
Keyword(s):  
Shear Strength ◽  
Internal Friction ◽  
Water Content ◽  
Direct Shear Test ◽  
Shear Test ◽  
Expansive Soil ◽  
Content Increase ◽  
Direct Shear ◽  
Initial Water ◽  
Angle Of Internal Friction

The results of the direct shear test on Jerash expansive soil show the effect of the initial water content on the cohesion (c) and on the angel of internal friction ( ) [shear strength parameters].it show that, as the initial water increase, the cohesion (c) of Jerash expansive soil also increase up to the shrinkage limit, after that increase of water even small amount, decrease the cohesion of the soil. On the other hand, the results of direct shear test show also  that as the water content increase, the angle of internal friction ( )remain unchanged up to shrinkage limit , any increase of water cause a large decrease on the angle of internal friction of Jerash expansive soil.

The Effect of Scale Direct Shear Test on the Strength Parameters of Clayey Sand in Isfahan City, Iran

2010 ◽  
Vol 10 (18) ◽  
pp. 2027-2033 ◽  
Author(s):  
R. Dadkhah ◽  
M. Ghafoori ◽  
R. Ajalloeian ◽  
G.R. Lashkaripo
Keyword(s):  
Direct Shear Test ◽  
Shear Test ◽  
Direct Shear ◽  
Strength Parameters ◽  
Clayey Sand

Direct Shear Testing of Clayey Sand Reinforced With Live Stake

2016 ◽  
Vol 39 (4) ◽  
pp. 20150217 ◽  
Author(s):  
A. Jotisankasa ◽  
D. Taworn
Keyword(s):  
Direct Shear ◽  
Shear Testing ◽  
Clayey Sand ◽  
Direct Shear Testing
Sign in / Sign up

Export Citation Format

Share Document