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Determination of the Subsoil Compaction Risk of Agricultural Soils in The Netherlands Jan van den Akker. Introduction. Introduction Subsoil compaction: ploughpan Wheel load carrying capacity Example Terra Tire carrying capacity map of The Netherlands
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Determination of the Subsoil Compaction Risk of Agricultural Soils in The NetherlandsJan van den Akker
Introduction • Introduction • Subsoil compaction: ploughpan • Wheel load carrying capacity • Example Terra Tire carrying capacity map of The Netherlands • Dutch Soil Database: statistical prediction subsoil compaction • Conclusions
TOPSOIL PLOUGH PAN SUBSOIL Definition of subsoil
Subsoil compaction is (partly) irreversible Risk Effect Recovery topsoil - - - - + ploughpan 0 / - - - - subsoil 0 / - - - -
Input SOCOMO and preconditions • Terra Tire 73x44.00-32 (width = 1.1 m; outer diameter = 1.86 m contact area = 0.513 m2) • Parabolic stress distribution in tire-soil contact area • Vertical and horizontal load (5% of vertical) • Concentration factor = 4 • Ploughing depth sand, loam and clay soil is 25, 30 and 35 cm • Rut depth = 3 cm • Tire inflation pressure: as low as tire load allows • Bulk density subsoil (plough pan) = max according threshold value => strength optimal • Soil moisture condition: pF 2.5 = 30 kPa = - 300 cm H2O • Precompression stresses, cohesion and angle of internal friction calculated with pedotransfer functions of Lebert and Horn (1991)
Subsoil Strength and Maximal allowable wheel load Terra Tire (pF 2.5)
Dutch Soil Database:Predicted subsoil overcompaction in 2010
Conclusions • Soil strength determines the susceptibility of subsoils to compaction. • More soil strength data is needed. • Pedotransfer functions on soil strength must be developed. • The carrying capacity can be calculated rather easy. • A good estimation of ground pressure distribution is required. • Maps with the carrying capacity show the problem and possibilities • The carrying capacity concept is a sound basis for recommendations • However, the calculated wheel loads might be too low • Therefore DYNAMIC soil strength properties are needed • And need to include RESILIENCE of soils to compaction.