“…To predict the MS of basalt fiber asphalt concrete, a database comprising 128 experimental results was compiled from 18 works: Zheng et al [14], Zhao et al [15], Cheng et al [16], Wang et al [17], Cheng et al [18], Wang et al [19], Fan et al [20], Tan et al [21], Fan et al [22], Chai et al [23], Cheng et al [24], Wang et al [25], Zheng et al [26], Zhao et al [27], Wu et al [28], Liu et al [29], Huang et al [30], and Morova [31]. For the asphalt concrete samples using basalt fiber, three distinct sets of input parameters were considered: those related to basalt fiber, those related to asphalt binder, and those related to aggregate gradation.…”