Assessing the role of the pore solution concentration on horizontal deformations in an unsaturated soil specimen during drying

Geoderma

Volumn 187-188, Issue , 2012, Pages 31-40

  Abou Najm, Majdi ^a,b,c   Jesiek, Julie ^d   Mohtar, Rabi H ^d,e   Lura, Pietro ^f,g   Sant, Gaurav ^h  

^a AMERICAN UNIVERSITY OF BEIRUT   (Lebanon)

^b OREGON STATE UNIVERSITY   (United States)

^c Massachusetts Institute of Technology Cambridge   (United States)

^d Purdue University   (United States)

^e HAMAD BIN KHALIFA UNIVERSITY   (Qatar)

^f SWISS FEDERAL LABORATORIES FOR MATERIALS SCIENCE AND TECHNOLOGY   (Switzerland)

^g ETH ZURICH   (Switzerland)

^h UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

Drying; Restrained Ring Method; Salinity; Shrinkage Swelling; Stress Strain; Volume Change

Indexed keywords

DRYING; GROUNDWATER FLOW; SHRINKAGE; SODIUM CHLORIDE; SOIL MOISTURE;

D. DIGITAL IMAGE CORRELATION (DIC); HORIZONTAL DEFORMATION; PORE SOLUTION CONCENTRATION; RESTRAINED RING; SALINITY; STRESS STRAIN; VERTICAL DEFORMATION; VOLUME CHANGE;

DEFORMATION;

ASSESSMENT METHOD; CONCENTRATION (COMPOSITION); DEFORMATION MECHANISM; EXPERIMENTAL STUDY; HYDROGEOLOGY; HYDROLOGICAL RESPONSE; SALINITY; SALT; SODIUM CHLORIDE; SOIL TYPE; SOIL WATER; STRESS-STRAIN RELATIONSHIP; SURFACE TENSION; VISCOSITY;

EID: 84861209275     PISSN: 00167061     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.geoderma.2012.04.009     Document Type: Article

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