killswitchengage
Geotechnical
- Jan 5, 2015
- 363
Hi
If we assume an infinite clayey silt soil that's overconsolidated with regards to effective overburden pressure plus applied stresses,then the soil receives water from drainage leakage underneath the foundations, does settlement initiate in these conditions.
For the record, water contents measured are closer to plastic limits and both bearing capacity for undrained and drained conditions are verified.
Thank you
If we assume an infinite clayey silt soil that's overconsolidated with regards to effective overburden pressure plus applied stresses,then the soil receives water from drainage leakage underneath the foundations, does settlement initiate in these conditions.
For the record, water contents measured are closer to plastic limits and both bearing capacity for undrained and drained conditions are verified.
Thank you