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Nine different pillar thicknesses ranging from 0.1 to 0.93 m were analyzed.
Soil water content at 0.05 and 0.60 m and the average water content of the top 1 m were analyzed.
Eleven porewater profiles in rock core from an upland exposed sandstone vadose zone in southern California, with thickness varying between 10 and 62 m, were analyzed for chloride (Cl) concentration to examine recharge mechanisms, estimate travel times in the vadose zone, assess spatial and temporal variability of recharge, and determine effects of land use changes on recharge.
The relationships between HAH and the previously described parameters at 500 m and 3700 m were analyzed using Spearman's correlations.
Strontium sorption to amorphous silica experiments from pH 8 to 10 with dissolved CO2 and initial strontium concentrations of 10-3 M were analyzed with EXAFS.
As mentioned in previous sections, conical buoys with draft of 2 m and different diameters ranging from 1.5 to 6.5 m with equal increment of 1 m were analyzed using AQWA.
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Predicted measurements at the monitoring zones covering a depth interval between 1950 m and 2120 m are analyzed.
Then, the dynamic response of nine latticed domes with a span of 120 m was analyzed in the time domain.
Lastly, the article there are the results of calculations of available heat flux in the investigated well at the depth of L=3950 m are analyzed.
Pleistocene faults in volcanic sequences exhumed from 800 to 1000 m are analyzed to characterize deeper portions of failure that occurred beneath the central rift zone.
The rheological behavior including accumulation of deformation, viscoelastic ratio, creep strength, creep strain rate "m" was analyzed by testing in central composite model.
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