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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.

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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.
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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.
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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.
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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.
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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.