Xinghua Wang

ORCID: 0000-0002-7415-8068
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About
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Research Areas
  • Grouting, Rheology, and Soil Mechanics
  • Civil and Geotechnical Engineering Research
  • Geotechnical Engineering and Underground Structures
  • Geotechnical Engineering and Soil Stabilization
  • Geomechanics and Mining Engineering
  • Geotechnical Engineering and Analysis
  • Geoscience and Mining Technology
  • Geotechnical Engineering and Soil Mechanics
  • Soil, Finite Element Methods
  • Landslides and related hazards
  • Flood Risk Assessment and Management
  • Soil and Unsaturated Flow
  • Drilling and Well Engineering
  • Urban Stormwater Management Solutions
  • Lightning and Electromagnetic Phenomena
  • Vibration and Dynamic Analysis
  • Cryospheric studies and observations
  • Traffic and Road Safety
  • Automotive and Human Injury Biomechanics
  • Climate change and permafrost
  • Thermal Analysis in Power Transmission
  • Geotechnical and Geomechanical Engineering
  • Dam Engineering and Safety
  • Facility Location and Emergency Management
  • Evacuation and Crowd Dynamics

Guangdong University of Technology
2012-2024

Chongqing Three Gorges University
2023-2024

Xi'an University of Technology
2021-2024

Shanghai Institute of Technology
2023

China University of Geosciences
2023

Central South University
2011-2022

Ministry of Transport
2018-2022

China Southern Power Grid (China)
2021-2022

Shanghai Jiao Tong University
2017

Sabre (United States)
2017

PURPOSE: To compare three commercial microbubble contrast agents (Optison, SonoVue, and Levovist) for their effect on gene delivery in skeletal muscle conjunction with the use of therapeutic ultrasound. MATERIALS AND METHODS: The study was approved by Animal Care Use Committee. Plasmid DNA (10 μg) encoding green fluorescent protein (GFP) mixed microbubbles (or saline control) injected into tibialis anterior mice without adjunct ultrasound (1 MHz, 2 W/cm2, 30 seconds, 20% duty cycle)....

10.1148/radiol.2371040805 article EN Radiology 2005-10-01

A simplified solution procedure is proposed for estimating the dynamic response of a pile group partially embedded in layered saturated soil and subjected to horizontal harmonic loading. In procedure, transfer matrix method first applied solve vibration equation single pile, from which stiffness obtained. The existing lateral displacement half-space introduced build attenuation function, balance passive built accordingly. simple Winkler model used derive pile-soil-pile interaction factor....

10.1061/(asce)gm.1943-5622.0000406 article EN International Journal of Geomechanics 2014-05-12

Analytical solutions for water inflow and pressure based on steady-state into a circular subsea tunnel in semi-infinite aquifer are deduced depending the rock permeability, drainage at lining, grouting parameters. Based parameters of Qingdao Jiaozhou Bay tunnel, differences between proposed three previous methods analyzed. Comparisons results different verify validity analytical manifest superiorities reflecting effects lining structure seepage problems tunnel. Discussion is also made we...

10.1080/1064119x.2014.958882 article EN Marine Georesources and Geotechnology 2014-10-02

To understand contamination characteristics and identify sources of heavy metals in soil affected by complex mine activities, a detailed survey from different land cover types was investigated around the Xikuangshan (XKS) antimony south-central China. Soil samples had average concentrations Sb, As, Cd, Cr, Hg, Pb, Cu, Zn Ni exceeding their background level Hunan province. As Cd were main pollutants. A total 86.8% severely polluted, characterized Nemerow's comprehensive index, 68.4% very high...

10.3390/ijerph20032177 article EN International Journal of Environmental Research and Public Health 2023-01-25

Abstract The Three Gorges Reservoir Area (TGRA) is characterized by unique geological features that increase its susceptibility to landslides. These slopes are especially prone destabilization when influenced external triggers like rainfall. This research focuses on the Piansongshu landslide within TGRA, aiming at unraveling complex internal deformation mechanisms of landslides triggered rainfall and providing critical insights for their prevention mitigation. study begins with on-site...

10.1038/s41598-024-60590-w article EN cc-by Scientific Reports 2024-05-01

Subharmonic imaging (SHI) is a technique that uses the nonlinear oscillations of microbubbles when exposed to ultrasound at high pressures transmitting fundamental frequency ie, fo and receiving half transmit (ie, /2). aided pressure estimation (SHAPE) based on inverse relationship between subharmonic amplitude ambient change.Eight waveforms with different envelopes were optimized respect acoustic power which SHAPE study most sensitive. The was run four input cycles, first in vitro then vivo...

10.7863/ultra.15.11106 article EN Journal of Ultrasound in Medicine 2016-12-10

A mathematical formulation is presented to investigate the dynamic response of a single pile embedded in semi-infinite partially saturated soil subjected lateral excitations. An approximate scheme implemented decompose pile–soil system into an extended water–air-filled poroelastic half-space and fictitious pile. The porous medium governed by three-phase elastodynamic theory, whilst treated as beam described conventional one-dimensional vibration theory. By virtue Green's function for set...

10.1080/19648189.2017.1344147 article EN European Journal of Environmental and Civil engineering 2017-06-26

Abstract Background: The MADS-box transcription factor myocyte enhancer 2C (MEF2C) is required for the cardiac development and postnatal adaptation in mice-targeted disruption of MEF2C gene results dilated cardiomyopathy (DCM). However, humans, association variation with DCM remains to be investigated. Methods: coding regions splicing boundaries were sequenced 172 unrelated patients idiopathic DCM. available close relatives index patient harboring an identified mutation 300 unrelated,...

10.1515/cclm-2017-0461 article EN Clinical Chemistry and Laboratory Medicine (CCLM) 2017-09-13

10.1016/j.trb.2017.11.010 article EN Transportation Research Part B Methodological 2017-12-08

Expansive soil has been studied for eighty decades because it is prone to cause geotechnical engineering accidents. The results of the moisture content effects on expansive pressure were not consistent in literatures. In this paper, swelling deformation and tests conducted clarify initial water properties. relation stress was accurately described with a Gaussian distribution, unlike previously published studies. These could be explained by change microstructure diverse contents. addition,...

10.1155/2019/6568208 article EN cc-by Advances in Civil Engineering 2019-01-01

10.1007/s10706-019-01117-3 article EN Geotechnical and Geological Engineering 2019-11-13

10.1007/s11771-012-1039-9 article EN Journal of Central South University 2012-01-27

10.1016/j.epsr.2012.05.007 article EN Electric Power Systems Research 2012-06-15

To investigate the seismic response of large‐scale tunnel in compacted clay and effect shock absorbing layer to tunnel, a series three dimensional (3D) shaking table model tests were carried out. The similarity ratio is 1 : 8 size container 9.3 m (length) × 3.7 (width) 2.5 (height). cross‐sectional diameter 0.9 m, thickness lining 0.06 m. simulate soil surrounding condition, was filled with soil. During tests, concrete strain, acceleration, dynamic pressure on surface measured. results show...

10.1155/2018/5968431 article EN cc-by Shock and Vibration 2018-01-01

Abstract Unambiguous and rapid sarcosaphagous insect species identification is an essential requirement for forensic investigations. Although some are difficult to classify morphologically, they can be effectively identified using molecular methods based on similarity with abundant authenticated reference DNA sequences in local databases. However, databases still relatively incomplete China because of the large land area distinct regional conditions. In this study, 75 forensically important...

10.1111/j.1744-7917.2010.01377.x article EN Insect Science 2010-12-29

Abstract Landslides are the most widely distributed geological hazards in Three Gorges Reservoir Area (TGRA). Understanding deformation mechanism and evolution of landslides is great significance for their prevention control. In this study, we focused on Zhangjiacitang landslide, a typical bank landslide TGRA. We analyzed relationship between water level fluctuations rainfall, based accumulated displacement monitoring data, to clarify triggering factors mechanism. The results show that...

10.1038/s41598-023-40186-6 article EN cc-by Scientific Reports 2023-08-09
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