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EN_B00000_S03433_W000038 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " Which is critical because at the crown portion of the tunnel, there is going to be the occurrence of the tensile stresses and therefore, if the tensile strength of the material is less than the tensile stress",
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EN_B00000_S03433_W000039 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " Which is being, which this opening is being subjected to. There is going to be the occurrence of the tension cracks, tensile cracks.",
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EN_B00000_S03433_W000040 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " And one needs to be careful as far as the provision of the support systems are concerned in the crown portion of the tunnel. So, similar observation is seen here that at the end of the vertical axis of the opening",
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EN_B00000_S03433_W000041 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03433",
"text": " You have the critical tensile stress because here it is all minus 1, the stress concentration factors is all with a negative",
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EN_B00000_S03433_W000042 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " I am emphasizing again that right now we are discussing corresponding to m equal to 0 which signifies the uniaxial state of stress.",
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EN_B00000_S03433_W000043 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " Then the critical compressive stress concentration, it increases as the radius of the curvature of the boundary of the opening reduces. And therefore,",
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EN_B00000_S03433_W000044 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " The maximum or the critical compressive stress concentration need not to occur at the end of either major or the minor axis of the opening, but it will occur at",
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EN_B00000_S03433_W000045 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " A point on the boundary where you have the radius of curvature as the minimum, that is where the minimum radius of curvature is there, you will have the maximum stress concentration.",
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EN_B00000_S03433_W000046 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03433",
"text": " And this is very striking especially in case of the square or the rectangular openings with rounded corners. Although it is also evident",
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EN_B00000_S03433_W000047 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " From this table, but then I will have a figure also with respect to the square opening here. This is the square opening where you have W naught by H naught to be equal to 1.",
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EN_B00000_S03433_W000048 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " And the sides of the squares, they are parallel to the axis, x axis and y axis as you can see from here. Now, you see at the ends of the vertical and the horizontal axis, the radius of curvature is almost infinite.",
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EN_B00000_S03433_W000049 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " But in this zone where it is minimum, so you see that the maximum stress concentration is occurring in this zone that is in this case m equal to 1 it is here, for m equal to 1 by 3 it is here and for m equal to 0 it is here.",
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EN_B00000_S03433_W000050 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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EN_B00000_S03433_W000051 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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EN_B00000_S03433_W000052 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03433",
"text": " Then the tangential stress concentration on the extension of horizontal axis.",
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EN_B00000_S03433_W000053 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03433",
"text": " Take a note, it is on the extension of the horizontal axis through any opening of any shape is maximum at the boundary and it reduces rapidly with its distance from the boundary. Then another thing which you",
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EN_B00000_S03433_W000054 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " I have to note here that more the boundary stress concentration factor and more rapid is going to be the reduction, uh,",
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EN_B00000_S03433_W000055 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03433",
"text": " Let us take this figure and try to understand this. So, what I said was that extension of the horizontal axis.",
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EN_B00000_S03433_W000056 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " And that here near in this region only you are getting the maximum value. You take any figure, okay, and approximately on those zone you will have the maximum value. And you see that as you move away from this horizontal boundary, see how the stress concentration factor is reducing.",
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EN_B00000_S03433_W000057 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " Okay, so you can see that it is almost true in all these situations of any shape of the opening having any value of w naught upon h naught.",
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EN_B00000_S03433_W000058 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03433",
"text": " Okay, now another aspect which was there that more the stress concentration and rapid is going to be the reduction with the distance from the boundary. So, take a look for example at this figure.",
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EN_B00000_S03433_W000059 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " Here you see corresponding to m equal to 1, this is the maximum stress concentration factor. And you see when you go away from the boundary of the opening, so you see that this m is equal to 1, see how it is going here. The reduction is so rapid here.",
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EN_B00000_S03433_W000060 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " So, similar is the situation which is seen. You can see here m equal to 1 maximum stress concentration, but the reduction is rapid.",
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EN_B00000_S03433_W000061 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " When you had more stress concentration when you move away from the boundary. So, this makes the next governing principle of the design under uniaxial state of stress that at the extension of the horizontal axis you are going to have the maximum stress concentration factor.",
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EN_B00000_S03433_W000062 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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EN_B00000_S03433_W000063 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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EN_B00000_S03433_W000064 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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EN_B00000_S03433_W000065 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03433",
"text": " applied stresses in horizontal as well as in the vertical direction. So, here we took a typical value of m as 1 by 3 which is equal to sigma h upon sigma v and this gives me sigma h to be equal to 1 by 3 sigma v.",
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EN_B00000_S03433_W000066 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " So it is not that this is the only biaxial state of stress. You can have sigma h to be equal to say half of sigma v or maybe one fourth of sigma v or let us say any other factor. Here typically I am considering this m to be equal to 1 by 3 and I am calling this as",
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EN_B00000_S03433_W000067 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " We had the stress distribution plots which I showed you in the previous class. So, from those plots only, we picked the numerical values at the end of the horizontal axis, at the end of vertical axis and the maxima value all at the boundary of the opening.",
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EN_B00000_S03433_W000068 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.1096,
"duration": 4.126,
"id": "EN_B00000_S03433_W000068",
"language": "en",
"speaker": "EN_B00000_S03433",
"text": " And we have presented it here in a form of the table.",
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EN_B00000_S03433_W000069 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.0936,
"duration": 24.993,
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"language": "en",
"speaker": "EN_B00000_S03433",
"text": " At the end of the vertical axis, it was 0 and the maxima value was also 2.67. For elliptical, ovuloidal and rectangular shapes, we considered 4 values of W naught by H naught, which were 0.25, 0.5, 2 and 4. And accordingly, we had the",
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EN_B00000_S03433_W000070 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03433",
"text": " Similarly, here in case of the rectangular one, this maximum value is occurring at the corner. You remember, I mentioned to you that the maximum value will be there wherever you have the minimum radius of curvature.",
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EN_B00000_S03433_W000071 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"id": "EN_B00000_S03433_W000071",
"language": "en",
"speaker": "EN_B00000_S03433",
"text": " So, from that table that I showed you in the previous slide, again here as we did in case of the uniaxial state of stress, we try to plot the value of the critical compressive stress concentration with reference to width to height ratio here.",
"wav": "EN_B00000/EN_B00000_S03433/mp3/EN_B00000_S03433_W000071.mp3"
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EN_B00000_S03433_W000072 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " There are three plots as you can see. One is for ellipse, this is for rectangle.",
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EN_B00000_S03433_W000073 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03433",
"text": " And this dotted one is for ovuloidal shape of the opening. So, some of the points that you are seeing as a rectangular legend, these are the experimental data. And remaining this round or circular legend is the calculated data. So, in this case,",
"wav": "EN_B00000/EN_B00000_S03433/mp3/EN_B00000_S03433_W000073.mp3"
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EN_B00000_S03433_W000074 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03433",
"text": " An elliptical opening with its major axis parallel to the vertical applied stress will develop smaller critical stress concentration. Now, you see, when I say",
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EN_B00000_S03433_W000075 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03433",
"text": " An elliptical opening with its major axis parallel to the, uh, vertical applied stress. This will give you the idea about the ratio of W naught upon H naught.",
"wav": "EN_B00000/EN_B00000_S03433/mp3/EN_B00000_S03433_W000075.mp3"
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EN_B00000_S03433_W000076 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " Now, for a given stress field, if this W naught by H naught ratio equals S v by S h,",
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EN_B00000_S03433_W000077 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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EN_B00000_S03433_W000078 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.0298,
"duration": 22.886,
"id": "EN_B00000_S03433_W000078",
"language": "en",
"speaker": "EN_B00000_S03433",
"text": " Constant and a minimum and hence the elliptical opening with the proper ratio of major to minor axis becomes the ideal opening for any stress field other than the uniaxial one. So, you see here that if I have W naught by H naught",
"wav": "EN_B00000/EN_B00000_S03433/mp3/EN_B00000_S03433_W000078.mp3"
} | EN_B00000_S03433_W000078.mp3 | [
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EN_B00000_S03433_W000079 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.3517,
"duration": 17.725,
"id": "EN_B00000_S03433_W000079",
"language": "en",
"speaker": "EN_B00000_S03433",
"text": " Like this, where you have the, uh, major axis parallel to the vertical applied stress, this will always develop the low value of the critical compressive stress concentration in this zone.",
"wav": "EN_B00000/EN_B00000_S03433/mp3/EN_B00000_S03433_W000079.mp3"
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EN_B00000_S03433_W000080 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " Then when you have w naught by h naught to be greater than 1, okay.",
"wav": "EN_B00000/EN_B00000_S03433/mp3/EN_B00000_S03433_W000080.mp3"
} | EN_B00000_S03433_W000080.mp3 | [
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EN_B00000_S03433_W000081 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 6.214,
"id": "EN_B00000_S03433_W000081",
"language": "en",
"speaker": "EN_B00000_S03433",
"text": " This is what is the zone where w naught upon h naught is greater than 1.",
"wav": "EN_B00000/EN_B00000_S03433/mp3/EN_B00000_S03433_W000081.mp3"
} | EN_B00000_S03433_W000081.mp3 | [
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EN_B00000_S03433_W000082 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03433",
"text": " It will be the oval-oidal shape, you see this one, which will give you the least value of the",
"wav": "EN_B00000/EN_B00000_S03433/mp3/EN_B00000_S03433_W000082.mp3"
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EN_B00000_S03433_W000083 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"language": "en",
"speaker": "EN_B00000_S03433",
"text": " Uh, stress concentration factor. So, we, when we have this type of the size of the opening, then it is better to go for the ovuloidal shape because it gives you the",
"wav": "EN_B00000/EN_B00000_S03433/mp3/EN_B00000_S03433_W000083.mp3"
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EN_B00000_S03433_W000084 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"id": "EN_B00000_S03433_W000084",
"language": "en",
"speaker": "EN_B00000_S03433",
"text": " Minimum value of the critical compressive stress concentration factor as compared to the opening of any other shape.",
"wav": "EN_B00000/EN_B00000_S03433/mp3/EN_B00000_S03433_W000084.mp3"
} | EN_B00000_S03433_W000084.mp3 | [
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EN_B00000_S03433_W000085 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " Now the tensile stresses at the end of the vertical axis of all the opening in the uniaxial stress field will reduce and it becomes compressive.",
"wav": "EN_B00000/EN_B00000_S03433/mp3/EN_B00000_S03433_W000085.mp3"
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EN_B00000_S03433_W000086 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03433",
"text": " For W naught by H naught less than or equal to 1, this transition from tension to compression, it occurs at 1, uh, by.",
"wav": "EN_B00000/EN_B00000_S03433/mp3/EN_B00000_S03433_W000086.mp3"
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EN_B00000_S03433_W000087 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " So, you see that both the tables I have pasted here, this corresponds to m equal to 0, this corresponds to m equal to 1 by 3.",
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EN_B00000_S03433_W000088 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " So, take a look at the end of the vertical axis here and this is here. So, here we saw that these all values are negative.",
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EN_B00000_S03433_W000089 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03433",
"text": " And the ovuloidal case here square and the rectangular shape here. So, most of the values they are",
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EN_B00000_S03433_W000090 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03433",
"text": " Transitioning from the negative to compressive stresses. So, this is what is the next principle of design for the biaxial state of stress having the value of m as 1 by 3.",
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EN_B00000_S03433_W000091 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " Then, uh, we come to the next state of stress which is the hydrostatic state of stress that is m equal to sigma h upon sigma v which is equal to 1. So, this gives me",
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EN_B00000_S03433_W000092 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03433",
"text": " Now, in this case, again, we have developed similar table with respect to various opening shape and different values of",
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EN_B00000_S03433_W000093 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"language": "en",
"speaker": "EN_B00000_S03433",
"text": " This width to height ratio of the opening which is represented by W naught by H naught.",
"wav": "EN_B00000/EN_B00000_S03433/mp3/EN_B00000_S03433_W000093.mp3"
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EN_B00000_S03433_W000094 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03433",
"text": " So, we have taken as usual in the earlier cases also. Here we have taken 4 values of w naught by h naught that is 0.25.",
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EN_B00000_S03433_W000095 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"id": "EN_B00000_S03433_W000095",
"language": "en",
"speaker": "EN_B00000_S03433",
"text": " Uh, 0.5, 2 and 4 and then we have obtained these values from the figures that I showed you in the previous class.",
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EN_B00000_S03433_W000096 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 12.508,
"id": "EN_B00000_S03433_W000096",
"language": "en",
"speaker": "EN_B00000_S03433",
"text": " corresponding to hydrostatic state of stress and have compiled all these values at the end of horizontal axis, at the end of vertical axis and also the maximum value.",
"wav": "EN_B00000/EN_B00000_S03433/mp3/EN_B00000_S03433_W000096.mp3"
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EN_B00000_S03433_W000097 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.2674,
"duration": 8.284,
"id": "EN_B00000_S03433_W000097",
"language": "en",
"speaker": "EN_B00000_S03433",
"text": " Now, like we did in case of the uniaxial and biaxial state of stress, here also we are going to plot",
"wav": "EN_B00000/EN_B00000_S03433/mp3/EN_B00000_S03433_W000097.mp3"
} | EN_B00000_S03433_W000097.mp3 | [
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EN_B00000_S03433_W000098 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 15.433,
"id": "EN_B00000_S03433_W000098",
"language": "en",
"speaker": "EN_B00000_S03433",
"text": " Uh, these values with reference to W naught by H naught and let us try to obtain some of the design principles. So, here on the x axis you have width to height ratio which is W naught by H naught.",
"wav": "EN_B00000/EN_B00000_S03433/mp3/EN_B00000_S03433_W000098.mp3"
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EN_B00000_S03433_W000099 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.2134,
"duration": 16.892,
"id": "EN_B00000_S03433_W000099",
"language": "en",
"speaker": "EN_B00000_S03433",
"text": " So, that theoretically we have varied it from 0.25 to 4 and then on y axis we have the critical compressive stress condition. So, in this case you can see that irrespective of the value of W naught by H naught ratio.",
"wav": "EN_B00000/EN_B00000_S03433/mp3/EN_B00000_S03433_W000099.mp3"
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EN_B00000_S03433_W000100 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.112,
"duration": 8.889,
"id": "EN_B00000_S03433_W000100",
"language": "en",
"speaker": "EN_B00000_S03433",
"text": " The most preferred shape of the opening is overlord. So, you see that this one, this plot is for the overlord shape.",
"wav": "EN_B00000/EN_B00000_S03433/mp3/EN_B00000_S03433_W000100.mp3"
} | EN_B00000_S03433_W000100.mp3 | [
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EN_B00000_S03433_W000101 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"language": "en",
"speaker": "EN_B00000_S03433",
"text": " And whatever is the value of W naught by H naught, this will always give me the least value of critical compressive stress concentration. So, this will always be the most preferred shape of the opening.",
"wav": "EN_B00000/EN_B00000_S03433/mp3/EN_B00000_S03433_W000101.mp3"
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EN_B00000_S03433_W000102 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.1451,
"duration": 12.703,
"id": "EN_B00000_S03433_W000102",
"language": "en",
"speaker": "EN_B00000_S03433",
"text": " As compared to ellipse and the rectangular opening. However, you see take a look here at when w naught by h naught is equal to 1. So, here you see",
"wav": "EN_B00000/EN_B00000_S03433/mp3/EN_B00000_S03433_W000102.mp3"
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EN_B00000_S03433_W000103 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"language": "en",
"speaker": "EN_B00000_S03433",
"text": " You have the ovuloidal shape, you have the ellipse and when this W naught by H naught is equal to 1, this is also corresponds to the circular opening. This will also give the least value of the critical compressive stress concentration.",
"wav": "EN_B00000/EN_B00000_S03433/mp3/EN_B00000_S03433_W000103.mp3"
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EN_B00000_S03433_W000104 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"language": "en",
"speaker": "EN_B00000_S03433",
"text": " Then the hydrostatic state of stress will always give",
"wav": "EN_B00000/EN_B00000_S03433/mp3/EN_B00000_S03433_W000104.mp3"
} | EN_B00000_S03433_W000104.mp3 | [
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EN_B00000_S03433_W000105 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"language": "en",
"speaker": "EN_B00000_S03433",
"text": " Applied stresses we consider to be compressive.",
"wav": "EN_B00000/EN_B00000_S03433/mp3/EN_B00000_S03433_W000105.mp3"
} | EN_B00000_S03433_W000105.mp3 | [
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EN_B00000_S03433_W000106 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " And since these all values are positive, that means that the stress which are getting generated because of this applied stresses, they are also compressive in nature.",
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EN_B00000_S03433_W000107 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03433",
"text": " So, we can say that the hydrostatic state of stress there will not be the occurrence of any tensile stresses around the periphery of the opening. So, one does not need to bother about the tensile strength of the material.",
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EN_B00000_S03433_W000108 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " Now, because there is no development of the tensile stresses, the stability of the underground opening will improve even in case of the rocks for which the tensile strength is very, very small. As I mentioned that you really do not need to bother about the tensile strength of the material.",
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EN_B00000_S03433_W000109 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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EN_B00000_S03433_W000110 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " Principles for design for various shapes of the opening such as elliptical, ovuloidal, square and rectangular shapes. So, this was all about the stress distribution all around the boundary of the non-circular opening.",
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EN_B00000_S03433_W000111 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " Now, till now we have considered only the single opening, but then you can have the situation where you have to go for more than one opening.",
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EN_B00000_S03433_W000112 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03433",
"text": " So in the next class, we will take up the study which are",
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EN_B00000_S03433_W000113 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " Related to the multiple openings and then we will see that how these stress concentration factors they vary when you have the multiple openings or what is the influence of one additional opening on to the stresses",
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EN_B00000_S03433_W000114 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " Which are there in case of the single opening. Thank you very much.",
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EN_B00000_S03443_W000000 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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EN_B00000_S03443_W000001 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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EN_B00000_S03443_W000002 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " So, today we will take up the first situation that is the classification system defined by Terzaghi's rock load theory. And then in subsequent classes, we will take up few other classification systems such as RMR as well as Q system.",
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EN_B00000_S03443_W000003 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " So, first of all, let us try to understand that what exactly do we mean by Terzaghi's rock load theory. And before we go to Terzaghi's rock load theory, let us first understand various support systems.",
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EN_B00000_S03443_W000004 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " I will be discussing these systems in detail their analysis and design.",
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EN_B00000_S03443_W000005 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " Little later, but since I am going to use these terms quite often while discussing the various applications with reference to Rockma's classification system. So, I thought that it will be a good idea that at least you should have the",
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EN_B00000_S03443_W000006 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " Knowledge about these various support systems that what exactly these are and how they look like.",
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EN_B00000_S03443_W000007 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " Provide the support system based upon the classification of the rock mass, surrounding rock mass. See, some of the cases in the earlier classes we have seen that there can be different types of ground conditions.",
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EN_B00000_S03443_W000008 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " So based upon that ground condition, we have to choose appropriate support systems.",
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EN_B00000_S03443_W000009 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " Now these support systems, they include steel sets, shot creating, provision of rock bolting or the combination of any of these.",
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EN_B00000_S03443_W000010 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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EN_B00000_S03443_W000011 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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EN_B00000_S03443_W000012 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03443",
"text": " So, this is one kind of the support system. So, you have these steel sets having some spacing in the direction which is along the length of the excavation.",
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EN_B00000_S03443_W000013 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03443",
"text": " Similarly, the second type of support system is called the shotcrete and here a slurry is put",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000013.mp3"
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EN_B00000_S03443_W000014 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 16.156,
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"speaker": "EN_B00000_S03443",
"text": " So, you can see that here this is the spray through which the slurry is being placed and this part if you just see this part, this is the portion",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000014.mp3"
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EN_B00000_S03443_W000015 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " That is how it will look after the application of shotcrete. So, this slurry is of cement, uh, plus some aggregate and the water.",
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EN_B00000_S03443_W000016 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03443",
"text": " So, this is design. So, we will be discussing all these things in detail little later.",
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EN_B00000_S03443_W000017 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " And you can see that the bolts are there and the rig it goes to the particular area where you want to install the rock bolts and in this particular way it can be installed.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000017.mp3"
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EN_B00000_S03443_W000018 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " So, it stitches the rock mass wherever there is the failure zone and there are various types of rock bolts which are available. What exactly is their mechanism?",
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EN_B00000_S03443_W000019 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03443",
"text": " To resist the deformation or to stabilize the rock mass surrounding the excavation, all these things we will learn.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000019.mp3"
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EN_B00000_S03443_W000020 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " So, for the time being, you should know what I mean by shot creating, what I mean by provision of steel sets and what I mean by provision of rock",
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EN_B00000_S03443_W000021 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " Now, let us learn about the Terzaghi's rock load theory. So, basically, it was the first attempt of classification of the rock masses for engineering purposes.",
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1667,
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2374,
2069,
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239,
1753,
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3822,
3112,
1010,
2454,
486,
1165,
113,
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3630,
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3199,
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66,
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1563,
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1413,
3313,
2477,
2150,
3703,
1118,
3599,
3242,
1162,
3496,
125,
2959,
2907,
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EN_B00000_S03443_W000022 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.3497,
"duration": 20.58,
"id": "EN_B00000_S03443_W000022",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " There were many, but then they were not used for engineering purposes. So, basically the, when Terzaghi proposed this theory in 1946, it was the first one for engineering purposes. So, Terzaghi defined the rock load factor H p.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000022.mp3"
} | EN_B00000_S03443_W000022.mp3 | [
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3688,
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3623,
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