Jipeng Wang

ORCID: 0000-0001-7082-8864
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About
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Research Areas
  • Soil and Unsaturated Flow
  • Landslides and related hazards
  • Granular flow and fluidized beds
  • Geotechnical Engineering and Soil Mechanics
  • Tree Root and Stability Studies
  • Disaster Management and Resilience
  • Geotechnical Engineering and Soil Stabilization
  • Groundwater flow and contamination studies
  • Metal and Thin Film Mechanics
  • Fluid Dynamics Simulations and Interactions
  • Soil erosion and sediment transport
  • Dam Engineering and Safety
  • Nuclear Materials and Properties
  • Fusion materials and technologies
  • Soil Carbon and Nitrogen Dynamics
  • Supercapacitor Materials and Fabrication
  • Grouting, Rheology, and Soil Mechanics
  • Structural Response to Dynamic Loads
  • Geotechnical Engineering and Underground Structures
  • Concrete and Cement Materials Research
  • Advanced Photocatalysis Techniques
  • Fungal Biology and Applications
  • Corrosion Behavior and Inhibition
  • Mycorrhizal Fungi and Plant Interactions
  • Electrokinetic Soil Remediation Techniques

Chengdu Institute of Biology
2024

Chinese Academy of Sciences
2012-2024

Changzhou University
2022-2024

Shandong University
2019-2024

Chengdu University of Technology
2024

Nanjing University of Science and Technology
2019-2023

China Academy of Engineering Physics
2023

Guangxi University
2018-2021

Qingdao University
2020-2021

Yuhuangding Hospital
2020-2021

Abstract This study proposed two pedotransfer functions (PTFs) to estimate sandy soil water retention curves. It is based on the van Genuchten's model and from a semiphysical semistatistical approach. Basic gradation parameters of as particle size at 60% passing coefficient uniformity are employed in PTFs with idealized conditions, monosized scenario extremely polydisperse condition, satisfied. Water tests carried out eight granular materials narrow distributions supplementary data UNSODA...

10.1002/2017wr020411 article EN Water Resources Research 2017-07-01

Abstract Estimating hydraulic conductivity from particle size distribution (PSD) is an important issue for various engineering problems. Classical models such as Hazen model, Beyer and Kozeny‐Carman model usually regard the grain diameter at 10% passing ( ) effective effects of uniformity (in model) or porosity are sometimes embedded. This technical note applies dimensional analysis (Buckingham's theorem) to analyze relationship between (PSD). The regarded a dependent variable on in...

10.1002/2017wr020888 article EN Water Resources Research 2017-09-01

The caps of King Bolete collected from the same site over two years had similar content Cu, Fe, K, Mg, Mn, Na and Zn but different Al, Ba, Ca, Cd, Hg Sr (p < 0.05; U Mann-Whitney test). In case stipes, statistically significant difference was noted only for 0.05). These findings imply that under a real environmental condition stable geochemical composition surface horizon soil substrate, biological factors related probably to mycelium year-to-year fluctuating weather conditions, can cause...

10.5897/ajar.9000486 article EN African Journal of Agricultural Research 2010-11-18

This paper explores the particle-scale origin of additional shear strength unsaturated granular materials in pendular states induced by capillary effect applying stress–force–fabric (SFF) relationship theory to material stress analysis. The work is based on discrete element simulations with particle interaction model modified incorporate effect. By decomposing total tensor into a contact originating from forces and due effect, directional statistics information are examined. observations...

10.1061/(asce)em.1943-7889.0001283 article EN Journal of Engineering Mechanics 2017-05-09

Abstract The electro‐osmosis approach efficiently facilitates the rapid dewatering of soil with high water content and contributes to reducing contaminant levels within clay soil. However, changes chemical field caused by ion transport in during process will also influence consolidation effect. Existing theories predominantly tend disregard this crucial physical its resultant effects, thereby restraining a comprehensive analysis (EOC) behavior under intricate conditions. This study...

10.1002/nag.3802 article EN International Journal for Numerical and Analytical Methods in Geomechanics 2024-07-03
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