Shear deformation characteristics and defect evolution of the biaxial ±45° and 0/90° glass non-crimp fabrics

2020 ◽  
Vol 193 ◽  
pp. 108137 ◽  
Author(s):  
Ming Mei ◽  
Yujia He ◽  
Xujing Yang ◽  
Kai Wei ◽  
Zhaoliang Qu ◽  
...  
Keyword(s):  
Shear Deformation ◽  
Deformation Characteristics ◽  
Defect Evolution

scholarly journals Triaxial Testing to Determine the Effect of Soil Type and Organic Carbon Content on Soil Consolidation and Shear Deformation Characteristics

2014 ◽  
Vol 78 (4) ◽  
pp. 1192-1200 ◽  
Author(s):  
Debashis Chakraborty ◽  
Christopher W. Watts ◽  
David S. Powlson ◽  
Andrew J. Macdonald ◽  
Rhys W. Ashton ◽  
...  
Keyword(s):  
Organic Carbon ◽  
Carbon Content ◽  
Shear Deformation ◽  
Soil Type ◽  
Triaxial Testing ◽  
Organic Carbon Content ◽  
Deformation Characteristics ◽  
Soil Consolidation

scholarly journals Deformation Characteristics of the Shear Zone and Movement of Block Stones in Soil–Rock Mixtures Based on Large-Sized Shear Test

2020 ◽  
Vol 10 (18) ◽  
pp. 6475
Author(s):  
Zhiqing Li ◽  
Feng Hu ◽  
Shengwen Qi ◽  
Ruilin Hu ◽  
Yingxin Zhou ◽  
...  
Keyword(s):  
Shear Deformation ◽  
Shear Zone ◽  
Failure Mode ◽  
Deformation Pattern ◽  
Deformation Characteristics ◽  
Shear Surface ◽  
Field Samples ◽  
Deformation Properties ◽  
Shear Process ◽  
Zone Deformation

Soil–rock mixtures (SRM) have the characteristics of distinct heterogeneity and an obvious structural effect, which make their physical and mechanical properties very complex. This study aimed to investigate the deformation properties and failure mode of the shear zone as well as the movement of block stones in SRM experimentally, not only considering SRM shear strength. The particle composition and proportion of specimens were based on field samples from an SRM slope along national highway 318 in Xigaze, Tibet. Shear zone deformation tests were carried out using an SRM-1000 large-sized geotechnical apparatus controlled by a motor servo, considering the effects of different stone contents by mass (0, 30%, 50%, 70%), vertical pressures (50, 100, 200, 300, and 400 kPa), and block stone sizes (9.5–19.0, 19.0–31.5, and 31.5–53.0 mm). The characteristics of the shear zone deformation and block stone interactions were monitored by placing aluminum wires and dry ash in holes in the specimens. The results showed that the stone content 30% and 70% were two critical thresholds to determine the deformation characteristics of SRM. Under the conditions of high stone content and large particle size, the stones throughout the shear surface tended to extrude and roll during the shear process. The block stones around the shear surface were mainly affected by dilatancy and exhibited extrusion, particle breakage, and redistribution. The deformation pattern could be considered as be analogous to push-type shear deformation from the back to front or composite shear deformation from the front and back to the middle of the slope. It is of great importance to study the shear characteristics and deformation evolution of SRM to understand the progressive shear process of the sliding zone and the failure mode of landslides.

scholarly journals Time-Dependent Shear Deformation Characteristics of Sand and their Constitutive Modelling

2002 ◽  
Vol 42 (2) ◽  
pp. 1-22 ◽  
Author(s):  
Hervé Di Benedetto ◽  
Fumio Tatsuoka ◽  
Masanori Ishihara
Keyword(s):  
Shear Deformation ◽  
Constitutive Modelling ◽  
Time Dependent ◽  
Deformation Characteristics
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