X
Xing Liang
Researcher at Chang'an University
Publications - 11
Citations - 100
Xing Liang is an academic researcher from Chang'an University. The author has contributed to research in topics: Computer science & Displacement (fluid). The author has an hindex of 3, co-authored 9 publications receiving 25 citations.
Papers
More filters
Journal ArticleDOI
Analyses of the defects in highway tunnels in China
TL;DR: Wang et al. as mentioned in this paper conducted a systematic study on the causes of highway tunnel defects, which revealed that lining cracks and water leakage are the most common defects in the highway tunnels of China.
Journal ArticleDOI
Displacement infiltration diffusion model of power-law grout as backfill grouting of a shield tunnel
TL;DR: In this article, a cylindrical infiltration diffusion model is used for backfill grouting in a metro tunnel. And power-law fluid grouts are used as the study object.
Journal ArticleDOI
Theoretical Analyses of the Stability of Excavation Face of Shield Tunnel in Lanzhou Metro Crossing beneath the Yellow River
TL;DR: Based on an actual engineering case, this article focused on the limit support pressure, instability mechanism, and instability failure mode of the excavation face in the sand pebble stratum.
Journal ArticleDOI
Damage management and safety evaluation for operating highway tunnels: a case study of Liupanshan tunnel
TL;DR: Under the combined impacts of the operation time, design concept, and construction technology, extensive damage has occurred in tunnels built in China during the early stages of rapid development as mentioned in this paper, which is the case in many tunnels in the world.
Journal ArticleDOI
Analysis of the Compressibility Effect of Overburden in a Deep Shield Tunnel Based on the Effect of the Pressure Arch
TL;DR: In this paper, the problem of floating segments compressing the overburden in the deep shield tunnel is discussed, and the influential factors of the pressure arch effect are analyzed using numerical simulation, the compressive displacement of soil in the plastic zone is investigated in a focused manner based on the pressure arcing effect, and a floating segment that the Mindlin solution is applied to under the actions of distributed force and concentrated force is solved.