Abstract: A series of compression tests were carried out on two types of calcareous sand to study the time-dependent behavior of calcareous sand under oedometric conditions. Consolidation, creep, stress relaxation, and constant ...

Abstract: Time-dependent effects of soils have been widely recognized as a key issue, which is particularly evident for coral sand due to its high frangibility. To determine the time-dependent behaviors of coral sand under triaxial ...

Abstract: A series of confined compression tests and triaxial tests under different test conditions were carried out on two types of calcareous sand from the South China Sea. Notably, drained and undrained tests under monotonic, ...