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WQI is a collective and simple method for ground water quality analysis.
The GRANIT1 system is a non-destructive integrity testing method for ground anchorages.
This study is a critical evaluation of the analysis method for ground vibration induced by passing trains on bridge structures.
Then, selection of probability distribution function and parameter estimation method for ground snow loads is found to have a great influence on reliability assessment results.
Thus, geologic hazard mapping that incorporates structural geologic features as part of an integrated geologic characterization should be an appropriate method for ground control planning.
The excellent agreement between the theory, experiment, and some benchmark calculations for several ground, excited, and ion states of HF reinforces the claim that the IVO-CASCI method is a viable alternate packageable many-body method for ground, excited, and other open-shell states of small to large molecular systems.
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In this paper, we present a numerical approach based on the boundary element method for grounding analysis in layered soils.
Methods for ground testing are described and evaluated, noting that wind tunnel testing is best performed with a symmetry model in the absence of a moving ground; sled or rail testing is ultimately preferable, though considerably more expensive.
Based on the analysis to the different ionospheric time-delay error correction methods for ground users and space users, the approaches to calculate the ionospheric time-delay error in a high dynamic GPS signal simulator are studied and the mathematic models are also given in this paper.
The analytical results herein elucidate a method for determining ground resistance, earth surface voltage, position and magnitude of the maximum step voltage for the buried ground rod with the insulation lead.
In Section 2, a numerical method for computing ground states is presented.
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