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The upper soils are a mixture of clay and sand, with a subsoil of clay.
A subsoil of reddish-brown silt loam from 8-32 inches below ground is followed by a 6 inches layer of sticky clay loam, below which is a bedrock of red shale.
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The investigated problem consists of a single vertical cylindrical pile, modelled as an Euler Bernoulli beam, embedded in a subsoil consisting of two homogeneous viscoelastic layers of sharply different stiffness resting on a rigid stratum.
A subsoil sample of about 1 kg was taken, air dried, and passed through a 2-mm sieve and used for the determination of physical and chemical characteristics.
It is topped with a crumbly, 10 inches layer of brownish-red silt loam over a loose subsoil of reddish-brown loam with some gravel.
In this work, we present our experience in the engineered in situ biostimulation of a hydrocarbon-polluted subsoil of an old metal-working plant.
Both standard and advanced non-linear constitutive models can be adopted to account for a potential shear failure of a subsoil material during excavation consequently triggering the evolution of damage of an above-ground (upper) structure.
The integration of geophysical and geotechnical results allowed the definition of a subsoil model for the investigated area and provided the necessary data for the design of the roadway tunnel.
A quantitative prediction of seismic site effects requires the definition of a subsoil parametric model for ground motion numerical modelling.
Correlation with further borehole information, then allowed the definition of a subsoil model for the crater, providing information that allowed a better understanding of the earthquake site effects in the São Sebastião village.
High residual NH4 + concentrations in the depot (0.18 mg NH4 N g−1) at the end of the growth period showed that high concentrations of (NH4 2SO4 + DMPP in a subsoil depot inhibits biological nitrification of the placed NH4 + by both toxicity effects of high NH4 + concentrations and the presence of DMPP [11, 12, 33].
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