Agricultural Bevameter Test Rig
Applies controlled hydraulic vertical loads to soil penetration plates while logging displacement.
Evaluate pressure-sinkage behavior of agricultural soil under plate loading to determine Bekker terramechanic sinkage exponent and cohesive/frictional moduli. Explore interactive farm machinery simulation, irrigation hydraulics, and agricultural engineering telemetry.
Ready to sample with Sinkage z_s = 3.0 cm.
Adjust Sinkage z_s, then execute agricultural trial.
Agricultural engineering telemetry and biosystems states are evaluated rigorously using 64-bit IEEE 754 precision. Residuals reflect ordinary least-squares regression across successive observations. Continuous data structures support high-fidelity agricultural and environmental modeling.
The power-law relationship applies to vertical sinkage up to 6.0 cm; at extreme sinkage, lateral soil flow causes blowout. Evaluated on tilled agricultural loam soil using a circular bevameter flat plate of diameter 10.0 cm (b = 5.0 cm). Data transformed into natural logarithmic coordinates ln(z_s) and ln(p) to extract sinkage exponent n and combined modulus k.
Applies controlled hydraulic vertical loads to soil penetration plates while logging displacement.
Provides hardened steel plates of 50 mm, 100 mm, and 150 mm diameters for Bekker modulus separation.
Measures hydraulic actuator pressure to compute plate normal contact force with 0.05 kN precision.
Monitors plate vertical penetration into the soil surface with 0.1 mm measurement accuracy.
Logs simultaneous force-displacement signals at 50 Hz during continuous plate depression.
Extracts undisturbed 100 cm³ soil cores to establish pre-test bulk density and moisture content.
Evaluate pressure-sinkage behavior of agricultural soil under plate loading to determine Bekker terramechanic sinkage exponent and cohesive/frictional moduli. Standardized parameter settings: 1.0, 2.0, 3.0, 4.0, 5.0, 6.0 cm.
Level the tilled field test patch, remove loose surface crop residue, and anchor the bevameter reaction truck firmly over the site.
Attach the 100 mm diameter circular test plate, lower it until light initial contact (0.5 kPa) occurs, and zero the displacement sensor.
Advance the hydraulic actuator downward at a controlled rate of 10 mm/s, driving the plate into the soil up to 6.0 cm sinkage.
Record instantaneous sinkage depth z_s and vertical contact force continuously throughout the penetration stroke.
Extract normal contact pressure p = F / A_p at discrete sinkage depths of 1.0, 2.0, 3.0, 4.0, 5.0, and 6.0 cm.
Compute natural logarithms ln(z_s) and ln(p), plotting the linearized curve and determining the Bekker sinkage exponent n from the slope.
Points are your recorded observations. The solid regression line validates Bekker Terramechanics Sinkage mathematical scaling.
| # | Plate Sinkage z_s (cm) | Soil Normal Pressure p (kPa) | ln(Sinkage z_s) (ln[cm]) | ln(Normal pressure p) (ln[kPa]) | Remove |
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