A5036666889- Geotechnical Engineering and Soil Stabilization
- Grouting, Rheology, and Soil Mechanics
- Innovative concrete reinforcement materials
- Concrete and Cement Materials Research
- Graphene and Nanomaterials Applications
- Geotechnical Engineering and Analysis
- Tailings Management and Properties
- Adsorption and biosorption for pollutant removal
- Geotechnical Engineering and Soil Mechanics
- Geotechnical Engineering and Underground Structures
- Graphene research and applications
- Structural Behavior of Reinforced Concrete
- Microbial Applications in Construction Materials
- Nanocomposite Films for Food Packaging
- Landslides and related hazards
- Climate change and permafrost
- Structural Health Monitoring Techniques
- Soil and Unsaturated Flow
- Calcium Carbonate Crystallization and Inhibition
- Recycling and utilization of industrial and municipal waste in materials production
- Concrete Corrosion and Durability
- Civil and Geotechnical Engineering Research
- Magnesium Oxide Properties and Applications
- Conducting polymers and applications
- Infrastructure Maintenance and Monitoring
Shaoxing University
2016-2025
Nanjing Medical University
2023-2025
Hohai University
2021-2022
Southeast University
2022
First Affiliated Hospital of Fujian Medical University
2021
Fujian Medical University
2021
Metallurgical Corporation of China (China)
2019
Plastic Surgery Hospital
2019
Shandong University of Traditional Chinese Medicine
2019
Nanjing Tech University
2019
It is imperative to construct high-level, innovative and challenging courses in the teaching of colleges universities. also great significance explore methods for improving students’ learning effect. In this paper, course “Civil Engineering Construction” a civil engineering major taken as reform example. teaching-innovation mode, guided by moral education achievements, platform built order achieve concept sustainable development cultivate applied talents who can solve complex problems...
The resource utilization of calcium carbide residue (CCR) and rice husk ash (RHA) is helpful to save resources alleviate environmental pollution. In this research, CCR RHA were used modify soft clay, the resonant column test was conducted explore its small-strain dynamic characteristics. micro-mechanism CCR-RHA modified clay (CRSC) investigated by using scanning electron microscopy, X-ray diffraction mercury intrusion tests. findings demonstrated that shear modulus CRSC increased with...
Abstract Seeking ways to effectively utilise iron tailings within the green building sector is a pressing issue at present. In this study, using as main raw material and cement auxiliary cementitious material, effects of sodium silicate (SS) content carbonation curing on compressive strength, stiffness, microstructure mineral composition cemented (SSCIT) were investigated. The results showed that certain amount SS could increase strength stiffness SSCIT. By adding 6% SS, SSCIT reached...
This study investigated the small-strain dynamic properties of expanded polystyrene (EPS) lightweight soil (ELS), a low-density geosynthetic material used to stabilize slopes and alleviate subgrade settlement soft soil. Resonant column tests were conducted evaluate effects EPS’s granule content (20–60%), confining pressures (50 kPa, 100 200 kPa), curing ages (3 days, 7 28 days) on shear modulus (G) ELS within small strain range (10−6–10−4). The results indicate that exhibits high under...
Lime and fly ash modified expandable poly styrene (EPS) lightweight soil reinforced by polypropylene fiber (FELS) is a new type of subgrade material. In order to study the road performance strength formation mechanism this material, California Bearing Ratio Test (CBR) Scanning Electron Microscopy (SEM) were performed on FELS with different EPS content. The results show that: (1) CBR value decreases increase particle particles can take part skeleton, at same time play role weight reduction...
Here we study the effects of nano clay and polypropylene fiber on unconfined compression splitting properties lime soil. Through a series compressive strength (UCS) tests (STS) tests, mechanical soil (LS), modified (NLS), (FLS), composite (NFLS) are analyzed, volume calculation formula each phase in NFLS is deduced. Nano content αn, porosity η LVi as independent variables, prediction models UCS STS were established. Furthermore, microstructure LS, NLS, FLS was analyzed by scanning electron...
Using polypropylene fiber (PPF) and nano clay modified lime treated soil (LS), the static dynamic properties of (FLS), (NLS), composite (NFLS) were studied. Through unconfined compressive strength (UCS) test triaxial FLS, NLS, NFLS, elastic modulus characteristics at 7 day curing age explored, damage stress–strain model was established. The results show that: (1) Polypropylene can significantly enhance mechanical NFLS. Nano promote reaction between to produce calcium silicate hydrate (C-S-H)...