Kpaudel
Geotechnical
- Oct 3, 2012
- 47
Dear friends,
U ever found such a hard clayey soil having SPT nearly 80, specific gravity nearly 2.3, organic content nearly 30%, natural moisture nearly 80%, Liquid limit nearly 90%, unconfined compressive value 500 kPa...????? my senior officer cannot accept our findings. They said they never experience SPT more than 30 in clayey soil. They want to term it as rock but we are very clear its clay. i am going to recommend skin pile but they said open shallow foundation is OK.. Give me your opinion.. wts kind of footing is appropriate??? Load on bottom of footing is approximately 40000 KN from bridge superstructure and substructure......
U ever found such a hard clayey soil having SPT nearly 80, specific gravity nearly 2.3, organic content nearly 30%, natural moisture nearly 80%, Liquid limit nearly 90%, unconfined compressive value 500 kPa...????? my senior officer cannot accept our findings. They said they never experience SPT more than 30 in clayey soil. They want to term it as rock but we are very clear its clay. i am going to recommend skin pile but they said open shallow foundation is OK.. Give me your opinion.. wts kind of footing is appropriate??? Load on bottom of footing is approximately 40000 KN from bridge superstructure and substructure......