Test I-A3 is the same as Test I-A2, and is included as a means of evaluating repeatability. Soil profile consists of 10 m of loose sand underlain by 2 m of dense, lightly cemented sand.
The dataset deals with a laboratory investigation of bentonite clay employed as a stabilization technology for road unbound layers. Two types of bentonite clays are investigated, namely calcium based
To investigate the characteristics of water and salt migration (WSM) in saline soils subjected to climate conditions characterized by large temperature differences. In this paper, salted soil highway
