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Details about the design checks can be found elsewhere (Zhao 2014) while similar design calculations are recommended for design practices.
Results were compared with models from the literature that have been recommended for design.
A resistance factor is recommended for design that will achieve an appropriate level of safety.
Also an expression of the average growth of slip per loading cycle was empirically derived and recommended for design purposes.
Additionally, numerical results are also compared with several semi-empirical formulae recommended for design at both the 1 20 model scale and two prototype cross-sections.
The fatigue test results are compared with a hot spot S N curve that is recommended for design of plated structures that are subjected to dynamic loading.
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The relations obtained are recommended for designing irrigation ditches.
Based on the previously reported sensitivity simulations, the following values or ranges are recommended for designing the SWTT program.
Several instructive results are derived and recommended for designing piles as barriers for environmental vibration isolation.
Furthermore, a distribution modulus q of 0.19 for the modified Andreasen and Andersen model is recommended for designing UHPC with coarse aggregates.
The optimal loading of 2.5 g m−2 d−1 for COD and 0.3 g m−2 d−1 for NH4+-N could be recommended for designing the sustainable large-scale multi-stage SF CW wastewater treatments.
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