2021
DOI: 10.1016/j.conbuildmat.2021.122431
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Investigation on three-dimensional failure criterion of asphalt mixture considering the effect of stiffness

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Cited by 12 publications
(2 citation statements)
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“…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.…”
Section: Database Description and Analysismentioning
confidence: 99%
“…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.…”
Section: Database Description and Analysismentioning
confidence: 99%
“…Based on the abovementioned studies, researchers have performed research on the triaxial stress strength criterion of asphalt concrete. Huang et al [39,40,41,42] proposed failure criteria based on the octahedral stress space under true triaxial loading, but transverse loading was not considered in the experiments. Suo [43] determined the elastic limit of asphalt concrete based on the true triaxial test in the field of on-line elasticity.…”
Section: Introductionmentioning
confidence: 99%