Fengchi Wang

ORCID: 0000-0003-1239-9744
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Research Areas
  • Innovative concrete reinforcement materials
  • Geotechnical Engineering and Soil Stabilization
  • Structural Behavior of Reinforced Concrete
  • Asphalt Pavement Performance Evaluation
  • Civil and Geotechnical Engineering Research
  • Recycled Aggregate Concrete Performance
  • Geotechnical Engineering and Underground Structures
  • Concrete and Cement Materials Research
  • Invertebrate Immune Response Mechanisms
  • Geotechnical Engineering and Analysis
  • Pharmacological Effects and Assays
  • Infrastructure Maintenance and Monitoring
  • Structural Load-Bearing Analysis
  • Grouting, Rheology, and Soil Mechanics
  • Structural Engineering and Vibration Analysis
  • Pesticide Residue Analysis and Safety
  • Innovations in Concrete and Construction Materials
  • Analytical Methods in Pharmaceuticals
  • Aquaculture disease management and microbiota
  • Geomechanics and Mining Engineering
  • Railway Engineering and Dynamics
  • Tree Root and Stability Studies
  • Structural Analysis and Optimization
  • Concrete Corrosion and Durability
  • Epigenetics and DNA Methylation

Dalian Ocean University
2022-2024

Ocean University of China
2024

Shenyang Jianzhu University
2007-2024

National Chung Cheng University
2022

Entry Exit Inspection and Quarantine Bureau
2007-2011

Hebei University
2007-2011

Hebei Food Inspection and Research Institute
2007-2011

Sheng Jing Hospital
2004

Hsin Sheng College of Medical Care and Management
2004

10.1016/j.conbuildmat.2019.06.208 article EN Construction and Building Materials 2019-07-02

This paper aims to study the effectiveness of adding waste polypropylene fibers into recycled aggregate concrete (RAC) on shrinkage cracking. The influences fiber properties (length and content) performance RAC are investigated. Firstly, through plat-ring-type test free test, both early age long-term (WFRC) were measured. Then, X-ray industrial computed tomography (ICT) was carried out reflect internal porosity changes with different lengths contents fibers. Furthermore, compressive strength...

10.3390/ma12081196 article EN Materials 2019-04-12

Vegetation growing recycled concrete (VGRC) is a relatively new building material that has both biocompatibility and engineering function. The basic performance of VGRC was investigated by experimental analysis, the hydration products pore structure different mix proportions were studied X-ray diffraction (XRD), scanning electron microscope (SEM), industrial computed tomography (CT). results show ultrafine slag can reduce Ca(OH)2 content in cementing filling effect on micropores. best...

10.3390/ma12111855 article EN Materials 2019-06-07

DNA methylation is an important way to regulate gene expression in eukaryotes. In order reveal the role of regulation germ cell-specific piwi during spermatogenesis Japanese flounder (Paralichthys olivaceus), profiles piwil1 (piwi-like 1) and piwil2 2) genes gonads female, male, sex-reversed pseudo-male P. olivaceus were analyzed, dynamic was investigated. As a result, highly expressed testis both male olivaceus, with significant variation among individuals. The levels promoter regions...

10.3390/ijms25115935 article EN International Journal of Molecular Sciences 2024-05-29

AC (asphalt concrete)-13, as the main material used in pavement construction, has been applied widely seasonal frozen areas. In order to understand fracture mechanism freeze-thaw (F-T) damage process, mesoscale structure of AC-13 is obtained by computed tomography (CT). The fractal dimension cracks a evaluation index. Most previous studies have only focused on dimensions whole cracks, while ignoring tectonic process and self-similarity degree single fracture. Therefore, this study, intrinsic...

10.3390/ma12142288 article EN Materials 2019-07-17

Natural aeolian sand has the characteristics of low cohesion and poor water stability. In order to improve its crack resistance properties in process freeze-thaw cycles, P.O 42.5 ordinary Portland cement was added form a mixture called improved (CIAS). SEM used analyze microscopic micro-structure CIAS at different times (7 days 28 days). The mechanical samples affected by cycles were tested triaxial instrument, gray-scale images three-phase distribution after cycling obtained computed...

10.3390/ma12172801 article EN Materials 2019-08-30

The pore structure is one of the major factors affecting mechanical properties waste fiber recycled concrete. In this article, and strength performance concrete are experimentally studied. design variables water–cement ratio, aggregate replacement rate, length, volume fraction fibers. characteristic parameters investigated using mercury intrusion porosimetry test fractal theory. complex distribution in space quantitatively described by dimension, comprehensively evaluated. results show that...

10.1177/1558925019874701 article EN cc-by Journal of Engineered Fibers and Fabrics 2019-01-01

To determine the formula for biomimetic warm-mix regeneration and fulfill requirements of a “high waste asphalt mixture content, high quality, level” its usage in reclaimed pavement (RAP), this paper first determined suitable preparation process based on orthogonal experiments gray correlation analysis. Then, optimum dosage regenerant was by uniaxial penetration test, low-temperature splitting freeze–thaw test. The rutting test conducted to characterize high-temperature performance mixture....

10.3390/coatings14070825 article EN Coatings 2024-07-02

Selenium is a vital trace mineral that crucial for maintaining regular biological processes in aquatic animals. In this study, four-week dietary trial was carried out to assess the impact of bio-fermented selenium (Bio-Se) on growth and immune response Chinese mitten crabs, Eriocheir sinensis. The crabs were randomly allocated five treatment groups, each receiving different dose Bio-Se. doses included 0, 0.3, 0.6, 1.5, 3.0 mg/kg accurately measured basal diet formulations. results showed...

10.3390/ijms25179219 article EN International Journal of Molecular Sciences 2024-08-25

The study of additional stress diffusion law in the artificial foundation has a significant importance for analysing overall deformation mechanism 'foundation + underlying soil' coupled system. Through plate loading tests, soil pressure within under various conditions was measured, and corresponding P-S curves were obtained. By trend evolution compressive stiffness, failure Artificial Foundation single column composite body explained. calculation methods interface rubber content ratio...

10.1080/09593330.2024.2427426 article EN Environmental Technology 2024-11-28
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