ZTGR
Geotechnical
- Apr 23, 2003
- 17
Hi,
Thank you in advance for your opinions and recommendations.
We need to perform a structural retrofit analysis for a 6 story building built in the 60s. We have as built/construction plans that shows the foundation system to be 24-inch diameter piers drilled to 35 and 40 feet. We need to perform a geotechnical investigation to check the adequacy of the design with resepect to the foundation and seismic considerations. We are thinking to drill and sample using hollow stem drill rigs and CPTs. This is enough in my opinion to gather data to perform the seismic design and seismic hazards calculations. When do you consider using a geophysical survey for a seismic retrofit?
Thank you in advance for your opinions and recommendations.
We need to perform a structural retrofit analysis for a 6 story building built in the 60s. We have as built/construction plans that shows the foundation system to be 24-inch diameter piers drilled to 35 and 40 feet. We need to perform a geotechnical investigation to check the adequacy of the design with resepect to the foundation and seismic considerations. We are thinking to drill and sample using hollow stem drill rigs and CPTs. This is enough in my opinion to gather data to perform the seismic design and seismic hazards calculations. When do you consider using a geophysical survey for a seismic retrofit?