Hi all,
The company where i work recently got involved in design of a landslide stabilization by piles. The geotechnical report gave the following parameters for the soil profile:
1. Deluvial soil (mobilized): peak phi=20.5 / peak cohesion=5kPa, residual phi=16 and undrained shear strength =...
Hello guys,
I have a question. Some relatives want to buy a new flat.
- non-seismic zone (ag = 0,08 g)
- build with load bearing walls on contour and with a column in middle (30cmx30cm)------> structural system is a flat slab with perimeter beams
- slab is 15 cm thick, and the reinforcement...
Hello to all,
Finally, after a while when i was only reading, now i joined the forum and start asking. I have a dilemma with a project that our company is subjected to do. It is about a 5 stories flat building, with a bearing pressure of about 100 kPa. Because of the low bearing capacity of...
