Xiancui Yan

ORCID: 0000-0002-6754-2782
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About
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Research Areas
  • Innovative concrete reinforcement materials
  • Concrete and Cement Materials Research
  • Recycled Aggregate Concrete Performance
  • Concrete Corrosion and Durability
  • Concrete Properties and Behavior
  • Innovations in Concrete and Construction Materials
  • Urban Stormwater Management Solutions
  • Smart Materials for Construction
  • Magnesium Oxide Properties and Applications
  • Aerogels and thermal insulation
  • Corrosion Behavior and Inhibition
  • Geotechnical Engineering and Soil Stabilization
  • Layered Double Hydroxides Synthesis and Applications
  • Infrastructure Maintenance and Monitoring
  • Environmental Engineering and Cultural Studies
  • Geotechnical Engineering and Underground Structures
  • Adsorption and Cooling Systems
  • Silicone and Siloxane Chemistry
  • Building materials and conservation
  • Structural Behavior of Reinforced Concrete
  • Solar Thermal and Photovoltaic Systems
  • Phase Change Materials Research
  • Underground infrastructure and sustainability
  • Surface Modification and Superhydrophobicity

Changzhou University
2021-2025

Hohai University
2017-2022

Kantonsspital St. Gallen
2020

The global construction industry is increasingly utilizing concrete prepared from recycled aggregate as a substitute for natural aggregate. However, the subpar performance of fine (RFA) has resulted in its underutilization, particularly structural exposed to challenging environments, including those involving chlorine salts and freeze–thaw climates. This study aimed enhance RFA river sand well fulfill present demand aggregates sector by accelerated carbonation treatment create fully (FRAC)...

10.3390/ma17081715 article EN Materials 2024-04-09

Traditional pervious concrete poses significant challenges in optimizing both mechanical properties and permeability. To address this issue, a novel type of self-compacting recycled (SCRPC) featuring vertical penetrating channels has been developed. The were created by pulling out the reinforcement pre-drilled holes that artificially mold, after had poured. However, whether superior durability can be employed different sulfate drying–wetting situations remains to investigated. This study...

10.3390/ma18030704 article EN Materials 2025-02-05

Recycled aggregate concrete (RAC) has been gradually used in practical engineering owing to the maturity of waste-concrete recycling technology. However, disposal waste RAC different environments remains challenging. Second-generation recycled aggregates (second RCAs) prepared by crushing can further promote sustainable development construction industry, which mix-proportion design method is key determining feasibility second RCA. In this study, investigate usability RCA, five typical...

10.1061/(asce)mt.1943-5533.0004577 article EN Journal of Materials in Civil Engineering 2022-11-21

To promote the in-situ and structural application of waste concrete in cold regions, sustainable potential a freeze-thaw (F-T) environment was comprehensively evaluated from three aspects performance, environmental load, economic benefit. The recycled aggregate (RAC) produced by coarse (RCA), which obtained crushing natural (NAC) after every F-T 150 cycles until failure. effects damage parent on physical properties RCA mechanical frost resistance RAC under 35% flexural stress were studied....

10.3390/ma15176153 article EN Materials 2022-09-05

SiO2 aerogel is a super-insulating material that can be used for tunnel fireproofing to eliminate high-temperature spalling and extend the safe evacuation time of personnel. This study aimed replace traditional aggregates with in mortar preparation evaluate its mechanical properties, thermal conductivity, durability (freeze–thaw, water, moisture resistance). Furthermore, characteristics damage evolution pattern were investigated varying fire durations (0.5, 1, 1.5, 2, 2.5, 3 h) temperatures...

10.3390/fire6100407 article EN cc-by Fire 2023-10-20

Abstract This study investigates the influence of different percentages: 10, 30, and 50% limestone powder (LS) curing temperatures: 50, 20, 5°C on mechanical properties microstructure mass concrete. The is studied by X‐ray diffraction, thermogravimetric, scanning electron microscopy. results show that strength concrete gradually decreases with increase LS. Curing temperature 50°C enhances LS at ages 3 7 days, but slightly reduces age 28 days. While significantly 3, 7, indicate has weak...

10.1002/suco.201900549 article EN Structural Concrete 2020-08-26
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