Z
Zhichao Wang
Researcher at Chang'an University
Publications - 7
Citations - 126
Zhichao Wang is an academic researcher from Chang'an University. The author has contributed to research in topics: Loess & Geology. The author has an hindex of 4, co-authored 4 publications receiving 78 citations.
Papers
More filters
Journal ArticleDOI
Centrifuge modelling of twin-tunnelling induced ground movements in loess strata
TL;DR: Wang et al. as discussed by the authors conducted comprehensive centrifuge tests to obtain an in-depth knowledge of the mechanism of tunnel deformation induced by the twin-tunnelling, which can simulate and reproduce strictly the action process of twin-tunneling.
Journal ArticleDOI
Field Experiment on Soaking Characteristics of Collapsible Loess
TL;DR: In this paper, a field soaking experiment was conducted on collapsible loess in western China, in which a soaking pool with diameter of 15'm was built and a pilot tunnel was excavated to investigate how the free face can affect the infiltration behaviors.
Journal ArticleDOI
Ground fissures geology in Xi’an and failure mitigation measures for utility tunnel system due to geohazard
TL;DR: In this article, the ground fissure geology in Xi'an has been summarized and a series of countermeasures have been proposed to mitigate the possible damage of a utility tunnel, a case study, the construction of Kunming Road utility tunnel was referred to analyze the effectiveness of the adopted engineering countermeasures; the results have shown that the problems of structural damage and water seepage can be avoided; the maximum settlement of the surface is 1.35 cm, and the minimum settlement was 1.21 cm.
Journal ArticleDOI
Local buckling characteristic of hollow π-type steel-concrete composite support in hilly-gully region of loess tunnel
TL;DR: In this paper , the effect of longitudinal pressure bias on the stability of the SCCS arch in the dayoushan tunnel was analyzed. But the authors only focused on the out-of-plane stability.
Journal ArticleDOI
Support Characteristic of a Novel Type of Support in Loess Tunnels Using the Convergence–Confinement Method
TL;DR: The convergence-confinement method (CCM) as discussed by the authors is a widely used tunnel design method that can intuitively reflect the interaction between the surroundings and the support structure of the tunnel.