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Although a parametric study is limited by some of the application, it is shown that passive pile loading is primarily affected by soil profile, pile head boundary condition, magnitude of embankment load, and average degree of consolidation.
Here, we further develop a general solution of the Hvorslev (1951) formula that accounts for flow in a bounded medium and assumes that the bottom of the river is a prescribed head boundary.
Moisture content and suction head sensor pairings were co-located at two locations in the unsaturated zone both approximately 0.2 m above the mean watertable elevation and respectively 0.3 m and 0.75 m from the driving head boundary.
The aquifer could be associated with various boundary conditions, such as the general Robin boundary conditions or even the mixed boundary conditions with no-flow boundary on one side and constant head boundary on the other side.
Various electrode configurations were tested and a series of computer simulations based on a realistic head boundary element model were also performed in order to further validate the clinical findings.The improvement seen in source localization substantially decreases as the number of electrodes increases.
In particular, HYDRUS (2D/3D) was modified to simulate transient head boundary conditions for the complex geometry of the Maxwell Type IV drywell; i.e., a sediment chamber, an overflow pipe, and the variable geometry and storage of the drywell system with depth.
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The calibrated model was used to assess the impacts of different well pumping rates, well screen lengths, and canals head boundaries on the extent of waterlogging.
Two constant head boundaries are used to maintain a steady hydraulic gradient throughout the test aquifer.
Similarly, the effect of regional groundwater flow was simulated by specifying constant head boundaries of 50 m height between the left and right sides of the model (Fig. 1b).
More importantly, analytical solutions developed could serve as a tool for calibrating the two boundary parameters defined in the general-head boundary condition for site-specific assessments.
The closed-form solution for the hydraulic head, derived for the radial groundwater flow equation subject to the constant-head boundary condition at the wellbore, is in an integral form that covers an integration range from zero to infinity.
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