A5056115833- Geotechnical Engineering and Underground Structures
- Geotechnical Engineering and Soil Mechanics
- Atmospheric aerosols and clouds
- Geotechnical Engineering and Soil Stabilization
- Atmospheric chemistry and aerosols
- Meteorological Phenomena and Simulations
- Dam Engineering and Safety
- Vibration and Dynamic Analysis
- Atmospheric and Environmental Gas Dynamics
- Atmospheric Ozone and Climate
- Numerical methods in engineering
- Adaptive Control of Nonlinear Systems
- Ultrasonics and Acoustic Wave Propagation
- Concrete Corrosion and Durability
- Telomeres, Telomerase, and Senescence
- Infrastructure Maintenance and Monitoring
- Landslides and related hazards
- Geoscience and Mining Technology
- Structural Behavior of Reinforced Concrete
- Asphalt Pavement Performance Evaluation
- Geotechnical Engineering and Analysis
- Fluid Dynamics and Vibration Analysis
- Rock Mechanics and Modeling
- Thermoelastic and Magnetoelastic Phenomena
- Concrete and Cement Materials Research
Lanzhou Jiaotong University
2020-2025
Taiyuan University of Technology
2011-2025
China University of Geosciences
2020-2024
Western University
2021-2024
North China University of Science and Technology
2024
Shanghai Institute of Optics and Fine Mechanics
2024
Huaian First People’s Hospital
2024
Nanjing Medical University
2024
Gannan Normal University
2024
Ludong University
2023-2024
Abstract Low strain integrity tests (LSITs) are the most popular non‐destructive methods for pile testing. However, traditional LSITs have encountered unprecedented challenges as need long and existing testing keeps multiplying. Compared to longitudinal excitations, torsional wave is less influenced by velocity attenuation effect can be subjected at shaft piles. Distributed LSIT proposed in this article with presentation of corresponding analytical solutions that exhibiting responses along...
Abstract The torsional low strain integrity test (TLSIT) is now regarded as the most potent alternative to longitudinal wave for existing pile evaluation. However, lack of 3D theory TLSITs greatly hinders application this method. This paper establishes a coupled soil‐pile model based on continuum theory. A corresponding analytical solution dynamic response derived and subsequently verified through comparisons against 1D Finite Difference Method. proposed exhibits transverse interferences...
Abstract Natural seeder‐feeder processes play an essential role in the formation and enhancement of precipitation. However, cloud‐seeding process from mixed‐phase clouds is still not well understood due to lack sufficient observations. (seeder clouds) lower‐lying liquid (feeder were observed on 19 occasions using ground‐based polarization lidar radiosonde measurements June 2018 2020 at a mid‐latitude plain observatory Wuhan (30.5°N, 114.4°E), China. Ice crystals originating seeder fell into...
A novel catalyst-free photoinduced difluoromethylation–cyclization via electron donor–acceptor (EDA) complexes was developed for the synthesis of fluorinated compounds.
Abstract Under the action of Rayleigh waves, pile head is easy to rotate with a concrete cap, and pure fixed‐head condition rarely achieved, which common phenomenon for it usually occurs on precast piles insufficient anchorage. In addition, propagation characteristics wave have been changed significantly due existence capillary pressure coupling between phases in unsaturated soil, affects pile‐soil interaction. order study above problems, coupled vibration model soil–pile system subjected...