SOIL FAILURE MODELS FOR VERTICALLY OPERATING AND HORIZONTALLY OPERATING STRENGTH SENSORS

Soil strength, or mechanical resistance of a soil to failure, has been widely used to estimate the degree of soil compaction. Conventional measurements with cone penetrometers are laborious; therefore, an on-the-go soil strength profile sensor that collects data dense enough to show the spatial within-field variability in soil strength would be a desirable alternative. Because soil failure involves complex interactions among many variables, determining design parameters of a soil strength sensor and interpreting test results could be improved with a theoretical understanding of the soil failure process. Mathematical models to estimate the force required to penetrate (cut and displace) soil with a prismatic cutter traveling horizontally and with a cone penetrometer traveling vertically were developed based on the passive earth pressure theory and the concept of a variable failure boundary. Both models were expressed as additive forms of density, cohesion, and adhesion components of the soil, with each effect multiplied by a corresponding dimensionless number. Charts of dimensionless numbers were developed to investigate the behavior of each strength component at various values of soil internal friction angle, soil-metal friction angle, and tool cutting angle. The models were used in simulation to optimize design parameters of the sensor, including component dimensions and the location and spacing of sensing elements. Based on this optimization, a prismatic sensing tip with a 3.61 cm2 base area and a 60° cutting angle was selected, and the corresponding simulated maximum force and strength measurements were 2.2 kN and 6.0 MPa when operating at speeds up to 5 m s-1. Model validation showed that the extension of the failure boundary was significantly correlated with soil properties such as bulk density, water content, and internal friction angle. The variable failure boundary model developed in this study more consistently and accurately represented field data than did three previously developed modeling approaches.

[1]  P. C. Payne,et al.  The relationship between the mechanical properties of soil and the performance of simple cultivation implements , 1956 .

[2]  D.R.P. Hettiaratchi,et al.  The calculation of passive pressure in two-dimensional soil failure , 1966 .

[3]  J. R. O'Callaghan,et al.  The handling of soil by mouldboard ploughs , 1965 .

[4]  G. S. V. Raghavan,et al.  Simulation of Narrow Blade Performance in Different Soils , 1985 .

[5]  A. R. Reece,et al.  Symmetrical three-dimensional soil failure , 1967 .

[6]  William R. Gill,et al.  Soil dynamics in tillage and traction , 1967 .

[7]  Edward McKyes,et al.  Soil Cutting and Tillage , 1986 .

[8]  K. Terzaghi Theoretical Soil Mechanics , 1943 .

[9]  J. W. Hummel,et al.  DESIGN AND VALIDATION OF AN ON-THE-GO SOIL STRENGTH PROFILE SENSOR , 2006 .

[10]  Edward McKyes,et al.  The cutting of soil by narrow blades , 1977 .

[11]  A. R. Reece,et al.  The calculation of passive soil resistance , 1974 .

[12]  Kenneth A. Sudduth,et al.  COMPARISON OF THE VERIS PROFILER 3000 TO AN ASAE-STANDARD PENETROMETER , 2004 .

[13]  B. D. Soane,et al.  Implications of soil compaction in crop production for the quality of the environment , 1995 .

[14]  A. Canarache,et al.  Factors and indices regarding excessive compactness of agricultural soils , 1991 .

[15]  G. Gee,et al.  Particle-size Analysis , 2018, SSSA Book Series.

[16]  D. J. Schuring,et al.  Soil Deforming Processes and Dimensional Analysis , 1964 .

[17]  C. G. Bowers,et al.  INSTANTANEOUS MULTIPLE-DEPTH SOIL MECHANICAL IMPEDANCE SENSING FROM A MOVING VEHICLE , 2005 .

[18]  Viacheslav I. Adamchuk,et al.  APPLICATION OF A STRAIN GAUGE ARRAY TO ESTIMATE SOIL MECHANICAL IMPEDANCE ON–THE–GO , 2001 .

[19]  J. G. Potyondy Skin Friction between Various Soils and Construction Materials , 1961 .

[20]  E. G. Humphries,et al.  A technique for horizontal measurement of soil mechanical impedance. , 1990 .

[21]  Richard J. Godwin,et al.  Soil Failure with Narrow Tines , 1977 .

[22]  R. D. Wismer,et al.  Performance of Plane Soil Cutting Blades in Clay , 1971 .

[23]  J. V. Stafford,et al.  Force prediction models for brittle and flow failure of soil by draught tillage tools , 1984 .

[24]  Daniel Hillel,et al.  Applications of soil physics , 1980 .

[25]  J. L. Glancey,et al.  An instrumented chisel for the study of soil-tillage dynamics , 1989 .