Huang presents the classic fatigue criterion: [ N_f = k_1 \left(\frac1\epsilon_t\right)^k_2 ] and the rutting model: [ N_d = k_3 \left(\frac1\epsilon_c\right)^k_4 ] These are the direct precursors to NCHRP 1-37A (the Mechanistic-Empirical Pavement Design Guide, or MEPDG).
You can find the second edition (2004) available for viewing, borrowing, or download through several academic and archival platforms: Internet Archive pavement analysis and design yang h. huang pdf
While older methods relied heavily on purely empirical data (like the AASHTO road tests), Huang's text emphasizes mechanistic-empirical (M-E) design Google Books Mechanistic Huang presents the classic fatigue criterion: [ N_f
: Introductory slides summarizing the book's core concepts can be found on Seismic Consolidation. dokumen.pub or help finding a specific research paper that cites Huang’s work? pavement analysis and design yang h. huang pdf