Institution

Shaanxi Science and Technology Department

CNgovernment

Recent research

  • AI & ComputingOpen access

    he Prime Tree: A Geometric Framework for Riemann Zeta Zeros withNumerical Verification

    AbstractWe propose the Shui Prime Tree —a geometric framework embedding the distribution of primes into three-dimensional Euclideanspace. Each prime is mapped to a node on a helical curve, , where the radiusencodes the Riemann critical line , the vertical coordinate is base- , an...

    Zenodo (CERN European Organization for Nuclear Research)2026-09-040 citationsDOI
  • Engineering & TechnologyOpen access

    Prime Conch Geometry and Riemann Zeta Zero Analysis Based on Modulo-210 Periodic Vortex Topology (PDSM Framework)

    Abstract: 1. This paper constructs the Prime Vortex Dynamic System (PDSM) and establishes an eight-ridge prime conch topological structure constrained by dual modulo-30 and modulo-210 periodic boundaries, breaking the coarse-grained limitations of traditional prime geometric mode...

    Zenodo (CERN European Organization for Nuclear Research)2026-08-060 citationsDOI
  • Engineering & TechnologyOpen access

    Prime Conch Geometry and Riemann Zeta Zero Analysis Based on Modulo-210 Periodic Vortex Topology (PDSM Framework)

    Abstract: 1. This paper constructs the Prime Vortex Dynamic System (PDSM) and establishes an eight-ridge prime conch topological structure constrained by dual modulo-30 and modulo-210 periodic boundaries, breaking the coarse-grained limitations of traditional prime geometric mode...

    Zenodo (CERN European Organization for Nuclear Research)2026-08-060 citationsDOI
  • Engineering & Technology

    Damping performance of rubberised double chip seals

    Double chip seals provide skid resistance and durability but offer limited vibration damping. This study evaluated rubberised double chip seals using tire-drop and hammer-impact tests and a unified vibration attenuation coefficient. AC-13 asphalt concrete, single chip seals and t...

    Road Materials and Pavement Design2026-08-010 citationsDOI