executed 21 different combinations of parameter changes. These
21 different cases used in this experiment consist of 3 model
complexity changes as defined in Fig. 11 for each 7 GA parameter
change sets shown in Table 2. All of the above changes in parameters
(both GA parameters and model changes) would result in 21
different runs of the entire algorithm to validate its usefulness in
almost any case.
The expected outcome for all of these different runs is to
achieve multiple (the same number as the population size)
complete construction sequences that satisfy the constructability
and stability constraints of the model. These constructability
constraints are calculated before in MoCC, as mentioned earlier.
If it can be shown that all the different designed experiments are
satisfying the objective of this research, it can be justified that
the proposed algorithm is applicable for automatic development
of stable construction project scheduling.