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Modeling soil compaction under uniaxial compression

Institute of Soil, Water and Environmental Sciences, A.R.O., the Volcani Center, P.O.B. 6, Bet Dagan 50250, Israel

View larger version (18K): [in a new window]   Fig. 1. Fitted curves representing the models in Eq. [2], [3], and [5] and the measured data for the Nahal Oz loam soil.

View larger version (21K): [in a new window]   Fig. 2. Fitted curves representing the models in Eq. [3] and [5] and the measured data of Fritton (2001) for the three silt loam soils.

View larger version (22K): [in a new window]   Fig. 3. The rate of increase of the soil bulk density versus the applied stress, d/d(), resulting from the proposed model (Eq. [5]) for the four soils.