
handle: 10356/11878
This study investigated the deformation behavior of ultra-soft soil upon additional load application. Various types of labortary compression tests were conducted, such as tests using small and large-scale consolidometers, hydraulic Rowe cells under different drainage conditions, Constant Rate of Loading and Constant Rate of Strain tests.
Doctor of Philosophy (CEE)
DRNTU::Engineering::Civil engineering::Geotechnical
DRNTU::Engineering::Civil engineering::Geotechnical
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