TY - JOUR
T1 - Soil Response to Repetitive Changes in Pore-Water Pressure under Deviatoric Loading
AU - Park, Junghee
AU - Santamarina, Carlos
N1 - KAUST Repository Item: Exported on 2020-10-01
Acknowledgements: The KAUST endowment funded this research. Gabrielle E. Abelskamp edited the manuscript.
PY - 2020/3/10
Y1 - 2020/3/10
N2 - Soils often experience repetitive changes in pore water pressure. This study explores the volumetric and shear response of contractive and dilative sand specimens subjected to repetitive changes in pore water pressure, under constant deviatoric stress in a triaxial cell. The evolution towards a terminal void ratio eT characterizes the volumetric response. The terminal void ratio eT for pressure cycles falls below the critical state line, between emin
AB - Soils often experience repetitive changes in pore water pressure. This study explores the volumetric and shear response of contractive and dilative sand specimens subjected to repetitive changes in pore water pressure, under constant deviatoric stress in a triaxial cell. The evolution towards a terminal void ratio eT characterizes the volumetric response. The terminal void ratio eT for pressure cycles falls below the critical state line, between emin
UR - http://hdl.handle.net/10754/662146
UR - http://ascelibrary.org/doi/10.1061/%28ASCE%29GT.1943-5606.0002229
UR - http://www.scopus.com/inward/record.url?scp=85082123157&partnerID=8YFLogxK
U2 - 10.1061/(asce)gt.1943-5606.0002229
DO - 10.1061/(asce)gt.1943-5606.0002229
M3 - Article
SN - 1090-0241
VL - 146
SP - 04020023
JO - Journal of Geotechnical and Geoenvironmental Engineering
JF - Journal of Geotechnical and Geoenvironmental Engineering
IS - 5
ER -