[ Ссылка ] For more FREE video tutorials covering Void Ratios in Normally and Over Consolidated Soils and Soil Mechanics.
In this video we graphically explore the relationship between the voids ratio and effective stress which give us a normal and over consolidation line which have gradients defined as the compression and recompression index. The preconsolidation stress is defined as the maximum stress experienced by the soil sample. We also examine the overconsolidation ratio (OCR) as the preconsolidation ratio divided by the intial stress
These videos are part of the topic Void Ratios in Normally and Over Consolidated Soils which examines the graphical relationship between the voids ratio and effective stress in a soil sample. We look at the difference between the normally consolidated and over consolidated line and their respective gradients, the compression index and recompression index.
