Rabbit12
Structural
- Jul 23, 2014
- 495
I was reviewing a geotech report for a project I'm working on. It has this statement:
Liquefaction: Unlikely, even with the shallow water table, as native soils are cohesionless and reside in a relatively dense natural state.
Did I miss some recent development? I recall liquefaction being an issue in saturated clean sands.......
The report goes on to say that although the site is seismically active and the water table is relatively shallow in areas of lower elevation, the sands are poorly graded and in a medium-dense condition, and have experienced prior seismic shaking.
Would previous exposure to shaking effect the tendency to liquefy?
Liquefaction: Unlikely, even with the shallow water table, as native soils are cohesionless and reside in a relatively dense natural state.
Did I miss some recent development? I recall liquefaction being an issue in saturated clean sands.......
The report goes on to say that although the site is seismically active and the water table is relatively shallow in areas of lower elevation, the sands are poorly graded and in a medium-dense condition, and have experienced prior seismic shaking.
Would previous exposure to shaking effect the tendency to liquefy?