Figure 6. Variation of shear strength with water content of soils with (0 kPa < Su < 1 kPa).

From

Analytical Modeling of Large-Scale Testing of Axial Pipe-Soil Interaction in Ultra-Soft Soil

Mohammad S. Joshaghani, Aram M. Raheem, M.M. Reza Mousavi

American Journal of Civil Engineering and Architecture. 2016, 4(3), 98-105 doi:10.12691/ajcea-4-3-5