C. F. Wei (0000-0002-7259-9652)

Personal information

Biography

EDUCATION
1) Ph.D., Civil Engineering, University of Oklahoma, 2001.
2) M.S., Geomechanics and Geoengineering, Institute of Mechanics, Chinese Academy of Sciences, China, 1991.
3) B.Eng, with specialization in Hydrogeology and Engineering Geology, Hefei University of Technology, China, 1988

PROFESSIONAL EXPERIENCE
1) Professor, the Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China. March 2006-present
2) Research Associate, University of Vermont, Vermont, April 2004-Feburay 2006
3) Research Associate, University of Oklahoma, Oklahoma, January 2002 – April 2004
4) Research Assistant, University of Oklahoma, August 1997 to December 2001
5) Research Assistant, Institute of Mechanics, Chinese Academy of Sciences, China, January 1991 to July 1993

Activities

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Wuhan Institute of Rock and Soil Mechanics Chinese Academy of Sciences: Wuhan, Hubei, CN

2006-02-01 to present | Professor, Vice Director (State Key Laboratory of Geomechanics and Geotechnical Engineering)

Employment

C. F. Wei

https://orcid.org/0000-0002-7259-9652

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Employment (4)

Wuhan Institute of Rock and Soil Mechanics Chinese Academy of Sciences: Wuhan, Hubei, CN

University of Vermont: Burlington, VT, US

University of Oklahoma: Norman, OK, US

Institute of Mechanics Chinese Academy of Sciences: Beijing, Beijing, CN

Education and qualifications (3)

University of Oklahoma: Norman, OK, US

Institute of Mechanics Chinese Academy of Sciences: Beijing, Beijing, CN

Hefei University of Technology: Hefei, Anhui, CN

Funding (5)

PhysicoChemical Effect in Frost Heave

Chemomechanical Behavior of Fully-Saturated Geomaterials—Theory and Validation

An Investigation of the Mechanical Behavior and Experimental Techniques of Hydrate-Bearing soils

Effect of Antecedent Rainfall on the Stability of Unsaturated Soil Slopes

On the Coupling of Flow and Deformation in Unsaturated Soils under Arbitrary Drying/ Wetting Paths

Works (18)

An effective stress-based approach to modeling the hydro-mechanical behavior of unsaturated soils

An effective stress-based approach to modeling the chemo-mechanical behavior of saturated active clay

Shear strength degradation of gas hydrate-bearing sediment due to partial hydrate dissociation

An NMR-Based Procedure for Evaluating the Apparent Surface Relaxivity and Pore Size Distribution of Soils

Thermomechanical volume change behavior of deep-water sediment

Influencing Factors of Hydration Number of Synthesized Methane Hydrates in Sediment

Phase Equilibrium of Methane Hydrate in Sediments: Experimental and Theoretical Characterization

Compressive behavior of kaolinitic clay under chemo-mechanical loadings

Geomechanical properties of artificial methane hydrate-bearing fine-grained sediments

Analysis of the effect of hydrate on water retention curves in gas hydrate-bearing sediments using gas drainage combined with NMR

Characterization of Liquid‐Vapor Interfaces in Pores During Evaporation

How solid–liquid adsorption affects the liquid–vapor interface in pores

Dissociation‐Induced Deformation of Hydrate‐Bearing Silty Sand During Depressurization Under Constant Effective Stress

Characterization and Quantification of Pore Water in Clays During Drying Process With Low‐Field NMR

Unified Soil Freezing Characteristic for Variably‐Saturated Saline Soils

Phase Equilibrium Condition for Pore Hydrate: Theoretical Formulation and Experimental Validation

Application of the Generalized Clapeyron Equation to Freezing Point Depression and Unfrozen Water Content

Strength Estimation for Hydrate‐Bearing Sediments From Direct Shear Tests of Hydrate‐Bearing Sand and Silt

Peer review (37 reviews for 8 publications/grants)