Neues Konferenz Paper: „One-dimensional compressibility and shrinkage behavior of an initially saturated clay“ in MSC-2022

12.08.2022

This paper presents the experimental study on one-dimensional compressibility behavior, soil water characteristic and soil shrinkage behavior of slurry Amberger kaolin. Soil water characteristic curve (SWCC) (Sr-) was determined using conjunction between SWCC (w-) and soil shrinkage curve (w-e). The oedometer test was performed with a maximum applied vertical stress of 6.4 MPa. The volume change behavior of sample due to the suction and that due to applied vertical stress demonstrated a similarity within the saturation domain.

Manh Cuong Le, Diethard König, Yukang Wang, Gunnar Heibrock. One-dimensional compressibility and shrinkage behavior of an initially saturated clay, International conference on materials, structures, construction inspection 2022 – MSC 2022.