Abstract: The original stress equilibrium state of the soil is destroyed after the excavation of the double-line shield tunnel, resulting in the settlement of the stratum above the tunnel and bringing adverse effects on the surface ...

Abstract: A probabilistic slope stability analysis framework based on the Newmark permanent displacement method and probability density evolution theory is presented to quantify the coupling impact and propagation of combined ...

Abstract: Seismic fragility is the conditional failure probability of reaching certain performance states under various intensities of seismic load, which is a significant part of the seismic risk and resilience assessment of ...