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Terramechanics and off-road mobility

Maximum soil thrust under a flat contact

Upper limit of the thrust a flat contact patch can develop on soil when the soil is fully sheared: cohesion times contact area plus the load times the tangent of the friction angle.

Ref
TER-15
Rev
v1
Field
Terramechanics and off-road mobility
Result
Hmax [kN]

c is the soil cohesion, Ac the contact area, Wc the load carried by the contact and φs the soil friction angle. The thrust is the shear strength integrated over the area: cohesion over the whole area plus friction from the normal load. It assumes fully mobilised, uniform soil parameters over a flat contact, with the normal stress equal to Wc/Ac. Real thrust is lower because the shear displacement is finite (see the Janosi–Hanamoto and finite-slip equations).

Upper limit of the thrust a flat contact patch can develop on soil when the soil is fully sheared: cohesion times contact area plus the load times the tangent of the friction angle.

Calculator

Solve for
kN
kPa
050
m²
0.110
kN
2200
°
045
  • Cohesive part, c Ac0.8 kN
  • Frictional part, Wc tan φs11.55 kN
  • Maximum thrust-to-load ratio, Hmax / Wc0.6174

What drives the result

Each variable is moved across its typical range while the others stay at the values above. The longest bar is the key driver.

Maximum soil thrust (kN) current value 12.35 kN
WcLoad carried by the contactKey driver
1.95116
cSoil cohesion
11.531.5
φsSoil friction angle
0.820.8
AcContact area
11.731.5
  • A 20 kN load on 0.4 m² of soil with c = 2 kPa and φs = 30° can develop at most 12.35 kN of thrust, 0.617 of the load. Friction supplies 93.5 % of it.
  • Sand (c ≈ 0) gives 11.55 kN: the frictional term only. Wet clay with c = 25 kPa and φs = 0 gives 10 kN from the cohesive term, which depends on the area and not on the weight.
Chart data as tables

Ranked variables

VariableTypical rangeLowest resultHighest resultSwing (kN)Local stepChange in result
Wc Load carried by the contact2 to 200 kN1.955116.3114.3+10%+9.35 %
c Soil cohesion0 to 50 kPa11.5531.5520+10%+0.648 %
φs Soil friction angle0 to 45 °0.820.820+10%+11.7 %
Ac Contact area0.1 to 10 m²11.7531.5519.8+10%+0.648 %

Sweep of Load carried by the contact

Load carried by the contact (kN)Maximum soil thrust (kN)
21.955
26.7516.24
51.530.53
76.2544.82
10159.11
125.873.4
150.587.69
175.3102
200116.3

Sweep one variable

Maximum soil thrust (kN)Hover, touch, or use the arrow keys on the chart
020406080100120 50100150200 Load carried by the contact (kN) now 12.35

Variables and how each one contributes

Hmax

Maximum soil thrust

Result · kN

What the equation gives you. Everything else feeds it.

c

Soil cohesion

kPa · typical 0 to 50

The soil cohesion, in kPa. Adds a term proportional to the contact area. It matters more on cohesive soils and with large contact areas. Raising it by 10 % (to 2.2) moves the result by +0.648 %, from 12.35 to 12.43 kN.

Ac

Contact area

m² · typical 0.1 to 10

The area of the contact, in m². Raises only the cohesive term, so a larger footprint helps clay but does little on sand. Raising it by 10 % (to 0.44) moves the result by +0.648 %, from 12.35 to 12.43 kN.

Wc

Load carried by the contact

kN · typical 2 to 200

The load carried by the contact, in kN. Raises the frictional term in direct proportion, which is the main source of thrust in frictional soil. Raising it by 10 % (to 22) moves the result by +9.35 %, from 12.35 to 13.5 kN.

φs

Soil friction angle

° · typical 0 to 45

The soil friction angle, in degrees. Raises the frictional term through its tangent. Raising it by 10 % (to 33) moves the result by +11.7 %, from 12.35 to 13.79 kN.

Worked example with the values above

  1. Cohesive part: c Ac = 2 × 0.4 = 0.8 kN.
  2. Frictional part: Wc tan φs = 20 × 0.5774 = 11.55 kN.
  3. Hmax = 0.8 + 11.55 = 12.35 kN.

Assumptions and limits

  • Fully mobilised shear strength over the whole contact, with uniform soil parameters and uniform normal stress.
  • A flat contact, with the normal load Wc evenly spread over the area Ac.

Common mistakes

  • Treating the maximum as the thrust at a given slip. At low slip the real thrust is much lower.
  • Using the footprint area of a wheel as flat when its real contact is curved and its normal stress varies.

Statistics and uncertainty

The two soil parameters have uncertainties of ±15 to 30 % (see the Mohr–Coulomb equation), and the thrust inherits the one that dominates, in this case the friction angle: a 3° error in φs at 30° is about ±12 % in tan φs and in the thrust. Because it is a maximum, the true thrust at a normal slip is 60 to 95 % of this value, so treat this as an upper bound.

Where it is used

  • A quick upper bound on wheel or track traction on soil, before applying a shear mobilisation law.
  • Comparing the traction of vehicles with different weights and footprints.

Maths you need

  • Mohr–Coulomb strength: τ = c + σ tan φ
  • Pressure and area: force = stress × area

Related formulas

Practise this formula