Xin Huang

ORCID: 0000-0002-4050-7821
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About
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Research Areas
  • Rock Mechanics and Modeling
  • Structural Response to Dynamic Loads
  • Grouting, Rheology, and Soil Mechanics
  • Geotechnical Engineering and Analysis
  • Geoscience and Mining Technology
  • Advanced Measurement and Metrology Techniques
  • High-Velocity Impact and Material Behavior
  • Geomechanics and Mining Engineering
  • Geotechnical Engineering and Underground Structures
  • Innovative concrete reinforcement materials
  • Tunneling and Rock Mechanics
  • Fire effects on concrete materials
  • Structural Behavior of Reinforced Concrete
  • Landslides and related hazards
  • Seismic Imaging and Inversion Techniques
  • Advanced Numerical Analysis Techniques
  • Neural Networks and Reservoir Computing
  • Advanced machining processes and optimization
  • Ga2O3 and related materials
  • Collaboration in agile enterprises
  • Advanced ceramic materials synthesis
  • Photovoltaic System Optimization Techniques
  • Global Energy and Sustainability Research
  • Seismic Performance and Analysis
  • Structural Health Monitoring Techniques

Wuhan University
2024

Tianjin University
2007-2023

Henan Polytechnic University
2020-2023

Harbin Institute of Technology
2023

Tongji University
2018-2021

Shijiazhuang Tiedao University
2021

Nanjing Forestry University
2020

Shandong University
2017-2019

Nanyang Technological University
2011

The University of Western Australia
2011

To study the stability and influencing factors of shield tunnel excavation face under deep burial conditions, relying on Bailuyuan in second phase "Water Diversion from Han to Wei River" project, we conducted indoor uniaxial compression tests, repose angle three-dimensional discrete element simulation analysis, calibrated microparameters strata, constructed a model face. The settlement characteristics different were studied. Research results showed that (1) horizontal displacement critical...

10.56748/ejse.24634 article EN cc-by Electronic Journal of Structural Engineering 2025-02-07

A semianalytical solution to determine the minimum safety thickness of rock resisting water inrush from filling-type karst caves was investigated. Mechanical analyses filling materials in located a top, bottom, and lateral position tunnel were carried out by referring principle slice method. The mechanical mechanism analyzed adopting theory elastic mechanics. semiquantitative analytical method for calculating achieved according bending strength shear rock. safety-thickness-prediction models...

10.1061/(asce)gm.1943-5622.0001071 article EN International Journal of Geomechanics 2017-12-13

10.1007/s00170-016-9932-2 article EN The International Journal of Advanced Manufacturing Technology 2016-12-30

10.1016/j.ijrmms.2021.104732 article EN International Journal of Rock Mechanics and Mining Sciences 2021-04-15

Significant research efforts have been invested on studying the response and damage of structures subjected to blast loads for better life property protections. The single-degree-of-freedom (SDOF) approach has widely adopted simplify structural analysis engineering design purpose. However, such an under certain circumstances oversimplifies behavior might not give reliable predictions responses loads. On other hand, although detailed high fidelity finite element (FE) is able relatively...

10.1142/s0219455417500134 article EN International Journal of Structural Stability and Dynamics 2016-04-29

The addition of discrete steel fibres into concrete has been widely recognised as an effective measure to enhance the ductility, post-cracking resistance and energy absorption matrix subjected impact loads. Despite useful information from experimental studies that investigate macro-scale performance fibre–reinforced under dynamically applied loadings, results a series tests or by different researchers are often found be scattered. Besides variations in testing conditions, random size,...

10.1177/1369433217734654 article EN Advances in Structural Engineering 2017-10-10

The mode approximation method (MAM) is an effective approach when analyzing dynamic structural responses and damages to blast loading. pressure-impulse (P-I) diagram generated from the MAM provides efficient accurate estimation of damage simple or combined failure modes. In previous works for assessment underground reinforced concrete structures, soil-structure interaction (SSI) was simplified as a constant damping stiffness effect, pulse shape effect load on P-I diagrams not discussed....

10.1061/(asce)cf.1943-5509.0000229 article EN Journal of Performance of Constructed Facilities 2011-03-15

In order to study the mechanical behaviors and fracture process properties of granite under confining pressure unloading with constant axial pressure, RMT-150B rock mechanics test system acoustic emission detector were used characteristics deeply buried specimens different combinations initial pressures rates. The results show that when rate is small, deviatoric stress-strain curve will yield an platform, significant ductility; large, brittleness. Besides, strain increases increase rate,...

10.1155/2021/7925608 article EN cc-by Advances in Materials Science and Engineering 2021-01-01

The response of monolithic steel plates subjected to blast was extensively studied, and dozens dimensionless numbers were proposed predict the response. While existing are not convenient use in some scenarios with relatively complicated conditions, number for loaded based on dimensional analysis extends range application. Different from other numbers, properties medium which load transmits incorporated extend application more general scenarios. responses plate both near-field non-uniform...

10.1142/s0219455421500723 article EN International Journal of Structural Stability and Dynamics 2021-01-29

To improve the reliability and reduce carbon emissions of Regionally Integrated Energy System (RIES), this paper proposes a "source/load/storage" collaborative planning framework, in which traditional combined cooling, heating power system (CCHP) is considered to be retrofitted into CCHP with capture (CCS) Power-to-Gas (P2G) (CCP Systems). The sizing PV, multi-energy storage systems (MESS), integrated demand response (IDR), CCP, other energy conversion facilities stations (ESs) are all...

10.2139/ssrn.4429215 preprint EN 2023-01-01

Abstract Increasing demands on high precision manufacturing of parts with complex surfaces have been observed in the last several years. Although significant progress has made machining surfaces, inspection such remains a difficult problem. A critical issue surface is localization design coordinate system (DCS) measurement machine. As to rely manufactured features that contain imperfections, matching method essential order achieve an accurate location. This paper presents CAD-model based...

10.1115/cie1995-0807 article EN 1995-09-17

The location and grade setting of a timber logistics center is an important link in the optimization system, rationality which can effectively improve efficiency supply chain. There long distance between main forested areas China, more than 55% demand depends on imports. Research practice systematically planning centers whole country have not been well carried out, reduces logistics. In this paper, 47 trading markets with certain scale China are selected as basis for selection. Based their...

10.3390/info11020107 article EN cc-by Information 2020-02-16

10.1007/s12209-016-2635-9 article EN Transactions of Tianjin University 2016-04-01
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