Make: Controls.S.S.P.A
Model: 27-Wf2202
- The TORSHEAR EmS can complete the whole test from consolidation to shear stage automatically Cell Pressyure and back pressure.
- 40 cm2 stainless steel ring shear box fitted ith easily removable sintered porous stone.
- Maximum vertical stress 1200 kPa; maximum shear stress 1000 kPA; Test can be perfomed with vertical load control or at constant volume.
- Infinite variable speed from 0.00001 to 1000°/min, with pre-shearing stage selectable and adjustable number of cycles of shearing.
- Calculation of Peak and Residual shear strength as per ASTM D6467
- The residual shear strength is used to evaluate the stability of slopes that do not have a pre-existing shear surface
Dr. J. Visuvasam, Ph.D.
Assistant Professor. Sr.
In-charge - Geotechnical Engineering Laboratory
Structural and Geotechnical Engineering Department
School of Civil Engineering
VIT, Vellore, 632 014, TAMIL NADU, INDIA
Office Phone: +91 – 416 – 220 2176
Mobile: +91 9894264192
Faculty in charge email id: visuvasam.j@vit.ac.in
Instrument email ID: Yet to receive
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S. No.
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Experiment Details
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Students (UG/PG)/Research Scholars from VIT
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UG /PG Students from Academic Institutions (in INR)
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Research Scholar from Academic Institution (in INR)
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Project Staff from Academic Institution (in INR)
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Faculty Members from Academic Institutions (in INR)
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Research Scientist from R&D Organizations (in INR)
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Industry Personnel from Industry (in INR)
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1
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Single-Stage Drained Residual Strength Test
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500
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2000
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3000
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4000
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7500
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7500
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12000
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2
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Multistage Drained Residual Strength Test
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500
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2000
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3000
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4000
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7500
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7500
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12000
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3
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Fast Residual Strength Test
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300
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1500
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2000
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3000
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5000
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5000
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7500
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4
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Soil-Structure Interface Test - Undrained
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300
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1500
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2000
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3000
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5000
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5000
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7500
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5
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Soil-Structure Interface Test - Drained
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500
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2000
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3000
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4000
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7500
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7500
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12000
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* Charges for per sample in INR (+ applicable GST)