 There was a case of cracking of concrete bricks, which were cracked and we analysed this model. If the material applied to these bricks was not able to crack, so we use this model to disassemble the bricks. Also, these kinds of models are possible to incorporate into the beam system by building information for the brick. And some ideas of maybe some future if someone is interested or to do PhD or to get some foundation. There is a new launch, it's free for the others, launched by the Drat InduSest program, which is the program between the company and between the university. In the website you can see the list of the projects, which will be founded by the Generalitat of Catalonia, which is the government of Catalonia. And you might play just online and see if you are lucky, you might get the project and continue. There is some university to do PhD by working in one company, so I am working with smart engineering in UPC. And also some other ideas were about the smart cities of beam modeling, which are currently in Barcelona. There are a lot of programs in URST's launch in this and also conferences are launching in Barcelona for these technologies. So maybe if you are interested in doing something in construction or in civil engineering areas, you might look for these areas that will be perfect. Any questions? Yeah, go ahead. When I am driving through this road, I feel the joy on my wheels. Is there any study or any things that we can skate this feeling when we are driving? It's annoying and it's boring and you feel that something is wrong with the road, maybe because we used to drive an asphalt that is concrete. This is my first question. The second question, is this soup for all kind of temperatures? Is this okay when we do it in Saudi Arabia, when the temperature is more than 50 degrees? Is it the same because you put your finger on humidity and the sun? Okay, here in Armenia we are trying it, but I'm not sure that it will work until how many years it will go up and if they are doing it. But this is some ideas. Let me first answer to your second question, which is I think depending on the environmental conditions of the country, the model codes or the standards of the company which is implementing the construction, they are considering all the environmental parameters and local parameters to... So it's work. So it will be work there also? Yeah, yeah, depending on the part of the work, it will work. And the first question that me later ask you, because I know that if you drive to the outside, I think it's much better. And this part, what you are speaking, is about the ashtara. Yes, yes, about the ashtara. Let me not speak about the ashtara, I know why he said it there. So we shouldn't... There is a solution and there is some history behind this, as I know. No, as only as a scientific question we should, we must not feel this tension. Yeah, you should not feel it. I wanted to add something to your question. I think the transversal joint, in all countries' payment, you feel it. There is no way to escape from this feeling. You should feel it. Why you should feel it? It's not that you should or you should not. It's something that is coming with the typology of the road. Ashtara road, you don't have the transversal joint, you don't feel it. Concrete road, you need this transversal joint and you feel it. It's less comfortable because you can't see all the joints when you feel it. But this is something that is the technology of the concrete payment. I asked him if there is any studies to avoid these joints. There is two technologies. Two technologies for concrete roads. One with transversal joints, which we have in Ashtara. The second technology is continuously reinforcement concrete, which has no transversal joint. But look, I was seeing all the metals. I stuck my car and saw how they put the concrete. In this project, which we use in Armenia, we have the first type of concrete road, which has transversal joints and you have to cut transversal joints because you have no reinforcement there. If you don't sew it, if you don't have transversal joints, your payment will crack. Just like a crazy crack. You can't control it. You can't control it. You can't control it. Today's meeting was for that. For sewing, for cutting joints, yes. These show parameters for cutting, etc. The second way to have reinforcement, it's a little bit high. The cost is high. The same Georgia, if you go to Georgia, I think they use the second type of reinforcement. Yes, I have been there and I feel that they use the second one. So this is normal. Was this design normal to have this technology? Just one question maybe you. If you are saying that it is normal to feel distributed, why you are feeling this less in the Arab part, but you feel a lot in the Arab part? Well, it's a second question. You still feel. You still feel, yes. It can be the different widths and another, the technological parameters. Maybe because of that, yes. But the question was, can we just avoid of that completely or not? With this technology, we can't avoid it. There is one way that I can see that it can be avoided. If you do that on your angle, that's it. But I don't know if this is technologically possible. If you have these cuts under 45 degree angle, you may not feel the same. Because the only one that the wheel and the tire will cross it and so you will not feel it, the whole car is shaking. But in that case you can't control the cracking because the crack is developing transversa and longitudinal direction because it's the dimension in which the slab is short. No, it must be cut like that to have a crack on all the ends of the short. So it should be on this or to do that? No, we don't want that. We don't want that. Guys, okay. You said one of your assumptions was in using this model was three perfect days of hydration. Now, have you tried making different assumptions, less perfect settings? Because that's how real world works, it's not perfect. So do you get very different results in terms of not assuming perfect curing for three days? Actually, in our last, we didn't run any non-perfect curing. We put the curing, maybe this will vary from one to five days for example, but in reality nobody does five days of perfect curing. And because of the amount of the parameters we have in the model, we are not able to change all the parameters like to define another parameter for non-perfect curing depending on the curing again or curing type, what will be the variation of the humidity loss in the first phase. So this parameter we didn't touch as well as the main parameters we didn't touch because this will maybe bring another test for... Okay. I have a second question. I guess with buildings, I don't know how it is with roads, with buildings you actually spray water on top. I don't know if you can afford to do that on roads. But I guess that could be one where creating that kind of almost perfect curing situation. And then the second question is, does your supervisor or you yourself been involved in actually trying this out, like in a lab setting to actually cure concrete under the conditions you're assuming and saying you're getting the results you're getting? Unfortunately, we didn't have to do any study in the lab. So we used other studies from other students which are documented. So we just used the results to compare with our resources. And how did you go about that? Did you use massive search or just regular literature research? Because you would have to have a lot of data to collect. Did you just go manually take the data out? Or you did massive kind of data analytics? You're from literature? Yeah. No. We found, for example, that if we describe the humidity problem separately, it cannot be described separately, but if we look at the humidity problem, we look for who has been studying the humidity problem. For example, the most famous guy is Basant, which has a lot of papers. When we discuss the papers of Basant and other people who has reference to him, they have very feasible model that we can recreate in our modeling and just compare. So the same with thermal. And then while we get the validation in terms of temperature of the water strains, then it means our model is OK. Thank you.