Abstract: A method is proposed to identify bridge collapse patterns based on the limit analysis theorem. The Erchong Floodway single-pylon cable-stayed bridge in Taiwan and the Kap Shui Mun twin-pylon cable-stayed bridge in Hong ...

Abstract: Abstract To investigate the effects of high humidity on the instantaneous and creep mechanical properties of deep mine pillars, in this study, presandstone samples are subjected to a controlled high-humidity environment ...