LBT012 Geosynthetic Clogging Tester (Gradient Ratio Permeameter)
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Description
Product Introduction:
Applicable to geosynthetic filter‑layer testing, this method determines the hydraulic conductivity and permeability ratio of soil–geotextile systems and their interfaces under specified flow conditions, as well as the silt content of the geotextile, thereby assessing whether a geosynthetic used as a filter layer for a particular soil will give rise to unacceptable clogging.
Meets the standard:
JTG E50-2006 “Test Specifications for Geosynthetics in Highway Engineering”
SL 235-2012 “Test Procedures for Geosynthetics”
Technical specifications:
| Project | Parameter |
| Monitor | 7.8-inch true-color touch display |
| Upper water head adjusting lead screw and guide rail | 800mm |
| Screw rod and guide rail for adjusting the submerged nozzle | 350mm |
| Positioning repeatability | 0.02mm |
| Gradient ratio adjustment method | Digital setting, automatic positioning |
| Gradient ratio measurement method | Sensor measurement, LCD digital display |
| Minimum graduation of the piezometer scale | ±0.03mm |
| Inner diameter of the test cylinder | Φ100mm |
| Piezometer borehole diameter | 3mm |
| Screen mesh aperture | 6mm |
| Thermometer range | 0-100° |
| External dimensions | 700×550×1650mm (W×D×H) |
| Power supply | AC 220V, 100W |
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