scholarly journals Peak and residual strength characteristics of cement-treated soil cured under different consolidation conditions

2014 ◽  
Vol 54 (4) ◽  
pp. 687-698 ◽  
Author(s):  
Motoyuki Suzuki ◽  
Tetsuo Fujimoto ◽  
Takeshi Taguchi
Keyword(s):  
Residual Strength ◽  
Strength Characteristics ◽  
Treated Soil

Experimental study of residual strength and the index of shear strength characteristics of clay soil

2018 ◽  
Vol 233 ◽  
pp. 183-190 ◽  
Author(s):  
Chengshun Xu ◽  
Xin Wang ◽  
Xinyue Lu ◽  
Fuchu Dai ◽  
Shuang Jiao
Keyword(s):  
Experimental Study ◽  
Shear Strength ◽  
Residual Strength ◽  
Clay Soil ◽  
Strength Characteristics

Study on the Deformation and Strength Characteristics of Geotechnical Grille Reinforced Sand-Gravel under Low Confining Pressure

2011 ◽  
Vol 250-253 ◽  
pp. 2632-2639
Author(s):  
Bin Xu ◽  
De Gao Zou ◽  
Jing Bi ◽  
Xian Jing Kong ◽  
Tao Gong
Keyword(s):  
Residual Strength ◽  
Large Scale ◽  
Volumetric Strain ◽  
Friction Angle ◽  
Confining Pressure ◽  
Peak Strength ◽  
Strength Characteristics ◽  
Triaxial Tests ◽  
Reinforced Sand ◽  
Deformation And Strength Characteristics

A series of large scale consolidated drained shear triaxial tests were performed on reinforced and unreinforced sand-gravel specimens, the peak strength and residual strength characteristics of reinforced and unreinforced sand-gravel specimens were compared. The results show that: the peak strength, the residual strength and cohesion of reinforced sand-gravel are higher than unreinforced specimens, and is related to the characteristics of geotechnical grille used in this study. However, adding geotechnical grille has less effect on maximum volumetric strain and internal friction angle of sand-gravel.

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