Dear Colleagues
We have some constructed equipment foundations beside Persian Gulf area. Unfortunately before construction of foundation the soil beneath foundations have changed from loose sand to gravel and rubble(with the aprox. depth of 10), level of ground water is about 6 meters under Bottom of foundations. Now the problem is that the foundations are in service and some huge subsidences (About 20 cm) have occured. What is your Ideas to avoid exessive subsidence. How do you think about micropiling and injection regarding the high prosity and high pemeability of medium???
Best Regards
Cyrus Jedari
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