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Turkish hello, my problem is not related to ideCAD program. Since I did not know exactly where to open the topic, I opened it to this section. I am waiting for help from my forum administrators. I work in the zoning license department of a municipality in a town very close to the earthquake center in Kocaeli, the center of the 1999 earthquake. Unfortunately, I see that no lesson has been learned from the earthquake in every license application.. I check the statics in new projects. A thousand witnesses are needed to call the ground surveys ground survey, and samples are taken with a 1m research pit. (I don't believe they did that, I'm sure they wrote a report from the desk.) Anyway, back to the subject. With these values taken from the ground surveys, the static projects made are often placed on the road level without even removing the topsoil. When the land is sloping, in order to avoid excavation and not to build a basement, the foundation is filled up to the road level and the foundation is constantly placed. In which cases can I compress the contractors and those who draw the static project, or compel them to embed the foundation? I would like to ask your opinions on this subject.. Also, in some places, a partial (lame) foundation is made on sloping land. again, how healthy is this lame foundation.. thanks in advance to those who are interested.. good work
Continuous Basic
- Thread starter bedros
- Start date
I think it would be a straight approach to think that the foundation must be buried in every building that is built. After all, it is necessary to examine the building and the ground together. The same goes for a continuous or raft foundation. If you give information about the buildings and ground conditions in your district, friends can make more accurate comments.
saridurmus
New Member
there is an abnormal situation in the ground values, can you share all the parameters of the ground in a project as if it was written imaginary?
Mr. I was both surprised and saddened when I read what you wrote in a region like Bedros Kocaeli, which experienced the earthquake deeply. 1 meter How do you accept the soil survey report prepared by taking a sample from the quarry borehole, how does the building inspection accept it???? drilling pits are dug down until they reach the solid rock layer, without drilling logs obtained in the ground section and indicating the type and height of the soil layers, without specifying the ground water level, without ground settlement (collapse) calculations at the elevation where the foundation will sit, without geophysical surveys and determining the ground dominant period, in short, How wrong it is to put the foundation on the surface, almost on top of the vegetable soil, without reaching the necessary and sufficient information about the ground. It is unnecessary for me to even write about the importance of building a basement in 1st degree earthquake zones and the benefits of basement curtains in bearing the effects of earthquakes. Firms that are so careless, greedy for money, who supposedly prepare and approve the ground study and say that this is it, prepare a project accordingly, put their signature on it, accept these studies and supposedly act as auditors, and the officials of the Directorate of Environment and Urbanization, who are in charge of inspecting these firms, ( Municipality and Provincial Special Administration technical services, which accept and give license to such works (except for bedros, which brought the event to this platform), I CLAIM all of you, and I refer you to God on this blessed Ramadan eve. I apologize to the readers, it's not the place to write more 
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