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Xian Liu

Researcher at Tongji University

Publications -  55
Citations -  1219

Xian Liu is an academic researcher from Tongji University. The author has contributed to research in topics: Bearing capacity & Shield. The author has an hindex of 15, co-authored 49 publications receiving 758 citations.

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On the Mechanism of Polypropylene Fibres in Preventing Fire Spalling in Self-Compacting and High-performance Cement Paste

TL;DR: In this article, the role of polypropylene fibers (PP) at elevated temperature in self-compacting cement paste samples was investigated by backscattering electron microscopy (BSE) and mercury intrusion porosimetry (MIP).
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Experimental investigation of the ultimate bearing capacity of continuously jointed segmental tunnel linings

TL;DR: In this paper, full-scale tests are conducted to determine the ultimate bearing capacity of continuously jointed segmental tunnel linings, considering changes of the surrounding environment, and the design of tested linings and loading schemes are described.
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Predictive maintenance of shield tunnels

TL;DR: In this article, a comprehensive methodology and framework for aggressive inspection and condition based predictive maintenance of a shield tunnel consisting of prefabricated lining rings is presented, which consists of six components: maintenance purposes, data, modeling and simulation, documentation, managerial schedule, and inspection/maintenance behaviors.
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Investigation of the structural effect induced by stagger joints in segmental tunnel linings: First results from full-scale ring tests

TL;DR: In this paper, the structural bearing capacity of stagger joint assembled shield tunnel linings is investigated in an unloading situation, which combines engineering practices relevant to the current urban metro with circumferential disturbances.
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A stochastic multiscale model for predicting mechanical properties of fiber reinforced concrete

TL;DR: In this paper, a stochastic multiscale computational model for predicting the mechanical properties of fiber reinforced concrete (FRC), subjected to tensile loading, is proposed, which involves the microscale, the mesoscale and the macroscale.