Investigation of gap-graded soils’ seepage internal stability with the concept of void filling ratio - Zhang, Fuhai; Zhang, Lei; Li, Yulong (PloS one, 2020)
Keywords: Analysis; Clay; Containers; Engineering and Technology; Fillers; Hydraulic gradient; Hydraulics; Investigations; Laboratories; Model testing; Mountain regions; Mountains; Particle size; Permeability; Physical Sciences; Piping; Ratios; Research and Analysis Methods; Researchers; Seepage; Seepage (Hydrology); Soil; Soil compaction; Soil investigations; Soil permeability; Soil stability; Soils; Studies; Surface stability; Terminology; Terms and phrases; Water Movements; Oregon; United States--US; China