pile analysis in etabs
Автор: TECHCON EDUCATION
Загружено: 2024-08-27
Просмотров: 326
Описание:
Hello friends.. I want to talk about one of the most challenging projects of seismic improvement studies that we did with my colleagues.
We said to ourselves that the studies must have been done and not reported in the notebook, so we took action through the employer to get information from the geotechnical consultant.
About a month later, we don't have any information and everything is in the report.. we had a meeting with the employer and it was agreed that the friends will take action to test the new geotechnics.. in summary, after about 5 months related to administrative work and other matters. We received the new geotechnical report, the results of which were truly a masterpiece. The maximum resistance of the pile at a depth of 17 meters was 39 tons, while we needed 300 tons.
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