Table 1 List of definitions of all the parameters.

From: A mechanical theory of competition between plant root growth and soil pressure reveals a potential mechanism of root penetration

Variable/parameter

Definition

\({f}_{s}\)

Lateral frictional force

\({f}_{t}\)

Penetration resistance force

\({f}_{s}+{f}_{t}\)

Resultant force of penetration and friction

\({f}_{g}\)

Growing force of the root

\({E}_{s}\)

Elastic coefficient associated with \({f}_{s}\)

\({E}_{t}\)

Elastic coefficient associated with \({f}_{t}\)

\(\varphi\)

Wall extensibility

\({u}_{c}\)

Threshold of displacement for root to slip

\({u}_{lift}\)

Threshold of displacement for root to lift up

\(\delta u\)

Strain associated with the unit time scale

\({t}_{lift}\)

Time for root to lift up

\(u(+)\)

Virtual displacement of the root base

\(u(-)\)

Virtual displacement of the root tip

\({G}_{p}\)

Primary growth rate of the root

\({G}_{s}\)

Secondary growth rate of the root

\(L(t)\)

Length of the zone presenting root hairs

\({L}_{0}\)

Initial length of the zone presenting root hairs

\(t\)

Time variable

\(u(\pm )\)

Virtual displacement \(\mathrm{u}(+)\) or \(\mathrm{u}(-)\)

\(R(t)\)

Radius of the root

\({R}_{0}\)

Initial radius of the root

\({u}_{s}\)

Effective displacement of the frictional domain

\({P}_{0}\)

Initial earth pressure

\({P}_{p}\)

Preconsolidation stress

\(P^{\prime}(={P}_{p}-{P}_{0})\)

Relative soil pressure

\({P}_{t}\)

Current soil pressure

\({e}_{0}\)

Initial void ratio

\({e}_{t}\)

Current void ratio

\(\uplambda\)

Normal consolidation coefficient

\({V}_{0}\)

Initial void volume

\({V}_{t}\)

Current void volume

\({V}_{s}\)

Soil volume

\({D}_{v}\)

Distance from the depth at which the soil does not move when the root grows

\(S\)

Soil mechanical parameter

\(\alpha\)

Non-dimensional parameter representing growth anisotropy of the root

\(\beta\)

Non-dimensional parameter representing ratio between \({P}_{p}\) and \({E}_{s}\)

\(\gamma\)

Non-dimensional parameter representing ratio between \(S\) and \({G}_{s}\)

\(E\)

Young’s modulus of the soil