Friends:
Geotechs provide "ym" and "em" values to design Post-Tensioned Slab-on-grade/grade beam system. Structural Engineers take these values to determine the depth of beams and slab, no. to tendons, etc. etc....I.e design the system.
My question is Does the designed foundation structure is...
Friends:
Geotechs provide "ym" and "em" values to design Post-Tensioned Slab-on-grade/grade beam system. Structural Engineers take these values to determine the depth of beams and slab, no. to tendons, etc. etc....I.e design the system.
My question is Does the designed foundation structure is...
Hello:
My question is does the clay soil compacted wet of optimum settle less or more than the clay soil compacted dry of optimum?
For example, a soil has a MDD of say 100 pcf at say 15% OMC.
The soil is compacted in lifts to a in-situ dry density of say 95 pcf (95% Compaction) at 12% mositure...
