scholarly journals Evaluation of CPTU Cone Factor of Silty Soil with Low Plasticity Focusing on Undrained Shear Strength Characteristics

2017 ◽  
Vol 16 (1) ◽  
pp. 73-83
Author(s):  
Ju-Hyun Kim
Keyword(s):  
Shear Strength ◽  
Undrained Shear Strength ◽  
Strength Characteristics ◽  
Silty Soil ◽  
Undrained Shear

Undrained shear strength characteristics of compacted clay reinforced with natural hemp fibers

2016 ◽  
Vol 10 (3) ◽  
pp. 263-270 ◽  
Author(s):  
Assile Abou Diab ◽  
Salah Sadek ◽  
Shadi Najjar ◽  
Mohamad Hassan Abou Daya
Keyword(s):  
Shear Strength ◽  
Undrained Shear Strength ◽  
Strength Characteristics ◽  
Compacted Clay ◽  
Hemp Fibers ◽  
Undrained Shear

scholarly journals The undrained shear strength characteristics of silty sand: an experimental study of the effect of fines

2011 ◽  
Vol 64 (1) ◽  
pp. 31-39 ◽  
Author(s):  
Mostefa Belkhatir ◽  
Hanifi Missoum ◽  
Ahmed Arab ◽  
Noureddine Della ◽  
Tom Schanz
Keyword(s):  
Experimental Study ◽  
Shear Strength ◽  
Undrained Shear Strength ◽  
Silty Sand ◽  
Strength Characteristics ◽  
Undrained Shear

Undrained Shear Strength Characteristics of Natural Silty Clay

2013 ◽  
Vol 405-408 ◽  
pp. 285-289
Author(s):  
Jie Yin ◽  
Yong Hong Miao
Keyword(s):  
Shear Strength ◽  
Stress State ◽  
Water Content ◽  
Yield Stress ◽  
Undrained Shear Strength ◽  
Strength Characteristics ◽  
Silty Clay ◽  
Undisturbed Samples ◽  
Undisturbed Sample ◽  
Undrained Shear

Triaxial consolidation undrained shear tests were carried out on both undisturbed and reconstituted samples of natural silty clay to investigate their undrained shear strength characteristics. Test results suggest that the strength envelope of the undisturbed sample is composed by two straight lines, which is different from that of the strength envelopes of reconstituted samples showing a straight line through the origin. Undrained shear strength of undisturbed samples are larger than corresponding reconstituted samples due to the resistance of soil structure in the pre-yield stress state. In the post-yield stress state, however, strength envelope of the undisturbed sample lies among the reconstituted samples with different initial water contents. Undrained shear strength for undisturbed samples in the post-yield stress state and reconstituted samples can be well correlated with the water content under different confining stress, which implies that undrained shear strength mainly depends on the current water content.

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