![Advanced Testing - Civil and Environmental Engineering - Faculty of Engineering - Western University Advanced Testing - Civil and Environmental Engineering - Faculty of Engineering - Western University](https://www.eng.uwo.ca/civil/faculty/sadrekarimi_a/img/Ring-shear-apparatus.jpg)
Advanced Testing - Civil and Environmental Engineering - Faculty of Engineering - Western University
![Effect of over-consolidation and shear rate on the residual strength of soils of silty sand in the Three Gorges Reservoir | Scientific Reports Effect of over-consolidation and shear rate on the residual strength of soils of silty sand in the Three Gorges Reservoir | Scientific Reports](https://media.springernature.com/full/springer-static/image/art%3A10.1038%2Fs41598-017-05749-4/MediaObjects/41598_2017_5749_Fig1_HTML.jpg)
Effect of over-consolidation and shear rate on the residual strength of soils of silty sand in the Three Gorges Reservoir | Scientific Reports
![Ring Shear Testing System (Bromhead) - Soil and Geotechnical - Impact - civil engineering materials testing equipment Ring Shear Testing System (Bromhead) - Soil and Geotechnical - Impact - civil engineering materials testing equipment](https://www.impact-test.co.uk/images/SL375-Ring-Shear-Bromhead-setup2.jpg)
Ring Shear Testing System (Bromhead) - Soil and Geotechnical - Impact - civil engineering materials testing equipment
![Ring-shear test results. The diagrams a and c show shear stress as a... | Download Scientific Diagram Ring-shear test results. The diagrams a and c show shear stress as a... | Download Scientific Diagram](https://www.researchgate.net/publication/316177862/figure/fig2/AS:484298609434626@1492477194746/Ring-shear-test-results-The-diagrams-a-and-c-show-shear-stress-as-a-function-of-time.png)
Ring-shear test results. The diagrams a and c show shear stress as a... | Download Scientific Diagram
![Shear Band Formation Observed in Ring Shear Tests on Sandy Soils | Journal of Geotechnical and Geoenvironmental Engineering | Vol 136, No 2 Shear Band Formation Observed in Ring Shear Tests on Sandy Soils | Journal of Geotechnical and Geoenvironmental Engineering | Vol 136, No 2](https://ascelibrary.org/cms/asset/7fb10551-a585-4aa3-b38b-fac76296e2f5/1.jpg)
Shear Band Formation Observed in Ring Shear Tests on Sandy Soils | Journal of Geotechnical and Geoenvironmental Engineering | Vol 136, No 2
![PDF] Direct Shear Box And Ring Shear Test Comparison: Why Internal Angle Of Friction Vary | Semantic Scholar PDF] Direct Shear Box And Ring Shear Test Comparison: Why Internal Angle Of Friction Vary | Semantic Scholar](https://d3i71xaburhd42.cloudfront.net/838ab1728fe82339002df813dbbd5d3eb8e5a904/3-Figure2-1.png)
PDF] Direct Shear Box And Ring Shear Test Comparison: Why Internal Angle Of Friction Vary | Semantic Scholar
![Figure 12 from Soil Characterization ( Part 2 ) – Laboratory and Field Shear Strength Testing | Semantic Scholar Figure 12 from Soil Characterization ( Part 2 ) – Laboratory and Field Shear Strength Testing | Semantic Scholar](https://d3i71xaburhd42.cloudfront.net/32d82e1dd215212ba6437efdc51d0300d3480abf/9-Figure12-1.png)
Figure 12 from Soil Characterization ( Part 2 ) – Laboratory and Field Shear Strength Testing | Semantic Scholar
![Ring shear apparatus and material: (a) Ring shear apparatus; (b) ring... | Download Scientific Diagram Ring shear apparatus and material: (a) Ring shear apparatus; (b) ring... | Download Scientific Diagram](https://www.researchgate.net/publication/334683491/figure/fig1/AS:784651895459842@1564086998926/Ring-shear-apparatus-and-material-a-Ring-shear-apparatus-b-ring-shear-box-c.jpg)
Ring shear apparatus and material: (a) Ring shear apparatus; (b) ring... | Download Scientific Diagram
![Residual-state creep of clastic soil in a reactivated slow-moving landslide in the Three Gorges Reservoir Region, China | SpringerLink Residual-state creep of clastic soil in a reactivated slow-moving landslide in the Three Gorges Reservoir Region, China | SpringerLink](https://media.springernature.com/lw685/springer-static/image/art%3A10.1007%2Fs10346-018-1043-8/MediaObjects/10346_2018_1043_Fig7_HTML.png)