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One slope farmland (as the control) and six abandoned farmlands restored for 3 to 33 years were selected for soil indicators measurements.
An agricultural field behind the Khulna University campus, Bangladesh was selected for soil sampling.
The ground motions selected for soil type D are El Centro 1940, El Centro 1979, Loma Prieta 1989, Northridge 1994, Superstition Hills 1987, and Kocaeli Turkey 1999; and El Centro (Bond Corner) 1979, Duzce Turkey 1999, El Centro (Array no. 5) 1979, Loma Prieta 1989, Northridge (New Hall) 1994, and Northridge (Sylmar) 1994.
Similarly, the ground motions selected for soil type B are Castaic 1971, Duzce Turkey 1999, Lake Hughes 1971, Loma Prieta 1989, Morgan Hill 1984, and Tabas Iran 1978; and Coalinga 1983, Duzce Turkey 1999, Kobe 1995, Loma Prieta 1989, Northridge (Castaic) 1994, and Northridge (Katherine) 1994, respectively.
Of each soil type three replicates were selected for soil analysis.
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The following variables were selected for analysis: soil type, pH and soil concentrations of six minerals (Ca, Cl, Cu, Fe, Mg and P).
Two mathematical models were selected for describing soil collapsibility.
Four columns were randomly selected for the soil initial condition measurement.
The octane concentration selected, for contaminating soil, is in the range of those used in a previous work [ 4].
Croplands along the banks of Munawar Tawi in Rajouri town, its upstream and downstream locations were selected for sampling soils (Fig. 1b).
The key characteristics of the untreated (natural) lateritic soil selected for testing, including Unified Soil Classification System (USCS) and AASHTO classifications, grain size analysis, and plasticity data, are summarized in Table 1, while the oxide composition of the lateritic soil used in the study is reported in Table 2.
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