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EN_B00000_S03443_W000023 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 13.752,
"id": "EN_B00000_S03443_W000023",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " Which was defined as the height of the loosening zone over the tunnel roof which is likely to load the steel arches. So, take a look here. This is the excavation",
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EN_B00000_S03443_W000024 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.1516,
"duration": 13.566,
"id": "EN_B00000_S03443_W000024",
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"speaker": "EN_B00000_S03443",
"text": " Because the excavation is made, some portion of the rock which is in the surrounding area of this cavity is going to be loosened. So, let us say that",
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EN_B00000_S03443_W000025 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03443",
"text": " From the top of this opening, HP is the extent up to which there is going to be the loosening",
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EN_B00000_S03443_W000026 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03443",
"text": " So, this is what is defined as the rock load factor. Now, what should be the value of these rock load factor? So, this will depend upon the type of the rock mass here.",
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EN_B00000_S03443_W000027 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03443",
"text": " So, first Tarzaghi defined those rock types or rock mass types and then accordingly, he prescribed the different values of HP corresponding to each of those rock load classes.",
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EN_B00000_S03443_W000028 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " As I mentioned, he classified the rock masses qualitatively based on their structural discontinuity only. So, here RQD, UCS and other factors such as the joint orientation, joint condition, all those things they are not coming into picture.",
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EN_B00000_S03443_W000029 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " So, this classification was made only in the qualitative manner only based on their structural discontinuities.",
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EN_B00000_S03443_W000030 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " So the first class was hard and intact rock mass.",
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EN_B00000_S03443_W000031 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " And then you have hard, stratified and schistose, the third category called as massive to moderately jointed.",
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EN_B00000_S03443_W000032 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " Fourth one as moderately blocky and seamy. Fifth was very blocky and seamy. Then sixth one is completely crushed but chemically inert. Then the comes the seventh one.",
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EN_B00000_S03443_W000033 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.1818,
"duration": 9.593,
"id": "EN_B00000_S03443_W000033",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " We have little idea about the swelling ground condition and squeezing ground condition. So, that one and this one they are the same.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000033.mp3"
} | EN_B00000_S03443_W000033.mp3 | [
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EN_B00000_S03443_W000034 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.3189,
"duration": 12.581,
"id": "EN_B00000_S03443_W000034",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " So, based upon the rock class and the type of rock these were defined. Again, this definition is going to be qualitative only. So, for the first rock class,",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000034.mp3"
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EN_B00000_S03443_W000035 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.1148,
"duration": 3.362,
"id": "EN_B00000_S03443_W000035",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " The type of rock was hard and intact.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000035.mp3"
} | EN_B00000_S03443_W000035.mp3 | [
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EN_B00000_S03443_W000036 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 17.114,
"id": "EN_B00000_S03443_W000036",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " And what was the definition? So, in this case, the rock is unweathered. It contains neither the joints nor the hair cracks. But if it is fractured, it breaks across the intact rock.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000036.mp3"
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EN_B00000_S03443_W000037 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 9.134,
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"language": "en",
"speaker": "EN_B00000_S03443",
"text": " Now after the excavation, the rock may have some popping and spalling failure from the roof.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000037.mp3"
} | EN_B00000_S03443_W000037.mp3 | [
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EN_B00000_S03443_W000038 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 12.988,
"id": "EN_B00000_S03443_W000038",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " At high stresses, there is going to be the spontaneous and violent spalling of rock slabs which may occur from the side walls of the excavation or maybe roof.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000038.mp3"
} | EN_B00000_S03443_W000038.mp3 | [
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EN_B00000_S03443_W000039 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 10.332,
"id": "EN_B00000_S03443_W000039",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " And in such situation, the UCS value is equal to or more than 100 MPa. Now there is the term called spoiling.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000039.mp3"
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EN_B00000_S03443_W000040 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 7.324,
"id": "EN_B00000_S03443_W000040",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " What exactly do you mean by this? So, here I have pasted a picture. So, you can see that how",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000040.mp3"
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EN_B00000_S03443_W000041 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 12.043,
"id": "EN_B00000_S03443_W000041",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " So, you see that from this region it has fallen here, similarly here. So, this is what we call as spalling. Then the second row class",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000041.mp3"
} | EN_B00000_S03443_W000041.mp3 | [
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EN_B00000_S03443_W000042 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 14.524,
"id": "EN_B00000_S03443_W000042",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " It has the hard stratified and schistose type of rock. In this case, the rock is hard and layered. The layers are usually quite widely separated.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000042.mp3"
} | EN_B00000_S03443_W000042.mp3 | [
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EN_B00000_S03443_W000043 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.2801,
"duration": 11.296,
"id": "EN_B00000_S03443_W000043",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " In this case, the rock may or may not have the planes of weakness and in such rocks, spalling is very, very common, quite common.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000043.mp3"
} | EN_B00000_S03443_W000043.mp3 | [
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EN_B00000_S03443_W000044 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03443",
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EN_B00000_S03443_W000045 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 3.26,
"id": "EN_B00000_S03443_W000045",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " And it may also contain hair cracks.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000045.mp3"
} | EN_B00000_S03443_W000045.mp3 | [
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EN_B00000_S03443_W000046 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.1814,
"duration": 5.564,
"id": "EN_B00000_S03443_W000046",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " The huge blocks between these joints are interlocked",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000046.mp3"
} | EN_B00000_S03443_W000046.mp3 | [
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EN_B00000_S03443_W000047 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03443",
"text": " So, that the vertical walls do not require the lateral support. So, basically as far as the side walls are concerned, they may not require any lateral support because of this reason that the joints are intimately interlocked.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000047.mp3"
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EN_B00000_S03443_W000048 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 3.769,
"id": "EN_B00000_S03443_W000048",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " So in this case, spalling may occur.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000048.mp3"
} | EN_B00000_S03443_W000048.mp3 | [
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EN_B00000_S03443_W000049 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 14.108,
"id": "EN_B00000_S03443_W000049",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " Coming to the fourth type of the rock class, which is defined as moderately blocky and semi type of rock. So, in this case, these joints are less spaced.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000049.mp3"
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EN_B00000_S03443_W000050 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"id": "EN_B00000_S03443_W000050",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " Blocks are about 1 meter in size and these type of rocks, they may or may not be.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000050.mp3"
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EN_B00000_S03443_W000051 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 19.9,
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"speaker": "EN_B00000_S03443",
"text": " So, the joints may or may not be healed, but the interlocking is so intimate that no side pressure is expected or exerted. So, that means that practically, uh, there will not be the requirement of any support on the side walls.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000051.mp3"
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EN_B00000_S03443_W000052 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 9.052,
"id": "EN_B00000_S03443_W000052",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " And it consists of almost chemically intact rock fragments which are entirely separated from each other.",
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} | EN_B00000_S03443_W000052.mp3 | [
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EN_B00000_S03443_W000053 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " So, you just compare this raw class with the previous one that is the fourth one and you will realize that why this has been kept in the separate category.",
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EN_B00000_S03443_W000054 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " Then some site pressure of low magnitude is expected and therefore, the vertical walls of the excavation, they may need support system.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000054.mp3"
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EN_B00000_S03443_W000055 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03443",
"text": " Coming to the sixth type of rock class which is having the completely crushed",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000055.mp3"
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EN_B00000_S03443_W000056 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"id": "EN_B00000_S03443_W000056",
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"speaker": "EN_B00000_S03443",
"text": " These comprises chemically intact rock.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000056.mp3"
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EN_B00000_S03443_W000057 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"language": "en",
"speaker": "EN_B00000_S03443",
"text": " Having the character of a crusher run aggregate, there is no interlocking.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000057.mp3"
} | EN_B00000_S03443_W000057.mp3 | [
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EN_B00000_S03443_W000058 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03443",
"text": " And considerable side pressure is expected on the tunnel support. And in this case, the block size could be few centimeters to 30 centimeters.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000058.mp3"
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EN_B00000_S03443_W000059 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03443",
"text": " The seventh rock class has the squeezing rock at moderate depth.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000059.mp3"
} | EN_B00000_S03443_W000059.mp3 | [
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EN_B00000_S03443_W000060 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03443",
"text": " You know that the squeezing is a mechanical process in which the rock advances into the tunnel opening.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000060.mp3"
} | EN_B00000_S03443_W000060.mp3 | [
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EN_B00000_S03443_W000061 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03443",
"text": " Without any perceptible increase in the volume. So, basically if you excavate the opening, then on its own, it will have the convergence or the rock mass moves in the cavity.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000061.mp3"
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EN_B00000_S03443_W000062 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03443",
"text": " So moderate depth is a very, very relative, uh, term and it could be up to, uh, let us say 150 meter to 1000 meter. So you see the range is so high. So one needs to be extremely careful when, uh, such",
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EN_B00000_S03443_W000063 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.3677,
"duration": 12.54,
"id": "EN_B00000_S03443_W000063",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " So, accordingly, you have to use your engineering judgment while deciding upon the adequate support system.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000063.mp3"
} | EN_B00000_S03443_W000063.mp3 | [
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EN_B00000_S03443_W000064 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.2539,
"duration": 8.924,
"id": "EN_B00000_S03443_W000064",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " Coming to the 8th type of rock class, there it is defined by the squeezing rock at great depth.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000064.mp3"
} | EN_B00000_S03443_W000064.mp3 | [
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EN_B00000_S03443_W000065 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.4256,
"duration": 14.908,
"id": "EN_B00000_S03443_W000065",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " Now the depth may be more than 150 meter, but the maximum recommended tunnel depth is 1000 meter and sometimes 2000 meter in case if you have very good rock at this site.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000065.mp3"
} | EN_B00000_S03443_W000065.mp3 | [
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EN_B00000_S03443_W000066 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.3065,
"duration": 17.82,
"id": "EN_B00000_S03443_W000066",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " The next category and the last one include the swelling rock. This is associated with volume change and is due to chemical change of the rock which is usually takes place in the presence of moisture or water.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000066.mp3"
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EN_B00000_S03443_W000067 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"language": "en",
"speaker": "EN_B00000_S03443",
"text": " So what happens is, let us say that you have some shale type of rock at the site. So what happens is that in the presence of the water, such type of rocks like shales, they absorb the moisture",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000067.mp3"
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EN_B00000_S03443_W000068 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 12.292,
"id": "EN_B00000_S03443_W000068",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " From air or if they are exposed to the water then of course they will be absorbing the moisture and then they swell that means their volume increases.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000068.mp3"
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EN_B00000_S03443_W000069 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"id": "EN_B00000_S03443_W000069",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " They can swell and exert very heavy pressure on rock supports. So, you see that the more the pressure on the rock support system and you have to provide",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000069.mp3"
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EN_B00000_S03443_W000070 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.3472,
"duration": 7.036,
"id": "EN_B00000_S03443_W000070",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " More and more, uh, support system to handle, uh, that kind of pressure that is coming onto them.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000070.mp3"
} | EN_B00000_S03443_W000070.mp3 | [
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EN_B00000_S03443_W000071 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.2456,
"duration": 17.651,
"id": "EN_B00000_S03443_W000071",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " So, we will learn all these things that how to design the support system, which one should be appropriate in which case, uh, if you have the support pressure, maybe at roof or at the sidewall, all those things we will discuss in detail in this course, but little later.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000071.mp3"
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EN_B00000_S03443_W000072 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"language": "en",
"speaker": "EN_B00000_S03443",
"text": " So basically, we refer to the squeezing ground condition.",
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EN_B00000_S03443_W000073 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 18.782,
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"language": "en",
"speaker": "EN_B00000_S03443",
"text": " It is the ground condition and not the rock. But somewhere in the literature, many places you will see that they say that oh, there it is squeezing rock. So, what they are referring to is that it is the squeezing ground condition. A jointed and the weak rock mass.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000073.mp3"
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EN_B00000_S03443_W000074 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 7.9,
"id": "EN_B00000_S03443_W000074",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " That fails at high stress and squeezes into the tunnel that is what we say is the",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000074.mp3"
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EN_B00000_S03443_W000075 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 18.524,
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"language": "en",
"speaker": "EN_B00000_S03443",
"text": " Squeezing ground condition and in one of our earlier lectures, we already have seen that what is the difference between swelling and squeezing ground condition. So, you can refer back to that particular lecture to understand this better if you do not remember now.",
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EN_B00000_S03443_W000076 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"id": "EN_B00000_S03443_W000076",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " Now coming to the rock load factor, so basically the support pressure was defined by Terzaghi in terms of the rock load factor.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000076.mp3"
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EN_B00000_S03443_W000077 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03443",
"text": " So, if somebody wants to use the Terzaghi's raw cloth theory, in that case, the support pressure is defined in terms of the raw cloth factor HP and is given by this expression, which is",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000077.mp3"
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EN_B00000_S03443_W000078 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"language": "en",
"speaker": "EN_B00000_S03443",
"text": " So, you can see what is h p? That is the rock load factor, which I already explained that how this is defined. Gamma is the unit weight of the rock mass here.",
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EN_B00000_S03443_W000079 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"language": "en",
"speaker": "EN_B00000_S03443",
"text": " And h being the depth of the overburden. So, you see what is this from the ground surface to the top of the tunnel. Whatever is this height, that is what we call as the overburden.",
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EN_B00000_S03443_W000080 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03443",
"text": " The limitation of the use of this rock load factor is that, that this theory is not applicable to the tunnels which are wider than 9 meters.",
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EN_B00000_S03443_W000081 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"id": "EN_B00000_S03443_W000081",
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"speaker": "EN_B00000_S03443",
"text": " So, later on people have modified this theory to overcome some of such limitations of Terzaghi's rock load theory that also we will see in this lecture.",
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EN_B00000_S03443_W000082 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " What should be the value of rock load factor because until unless we know that we will not be able to get the support pressure and will not be able to design the support system. This is what was given by Terzaghi that corresponding to each rock class",
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EN_B00000_S03443_W000083 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.2174,
"duration": 16.444,
"id": "EN_B00000_S03443_W000083",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " Different values of rock load factors corresponding to each rock class were defined. Now, let us take them one by one and then here this table also include the remarks section",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000083.mp3"
} | EN_B00000_S03443_W000083.mp3 | [
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EN_B00000_S03443_W000084 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.3007,
"duration": 12.86,
"id": "EN_B00000_S03443_W000084",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " Which gives us the idea that in case if this is the type of the rock, then what may be the appropriate, uh, support system. So, if you have the rock class 1.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000084.mp3"
} | EN_B00000_S03443_W000084.mp3 | [
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EN_B00000_S03443_W000085 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.2228,
"duration": 7.332,
"id": "EN_B00000_S03443_W000085",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " It is the rock condition is hard and intact. And in this case, you will have zero",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000085.mp3"
} | EN_B00000_S03443_W000085.mp3 | [
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EN_B00000_S03443_W000086 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.2789,
"duration": 12.139,
"id": "EN_B00000_S03443_W000086",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " value of rock load factor and that means that there is no support pressure which is exerted on the, either the side wall or the roof, but",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000086.mp3"
} | EN_B00000_S03443_W000086.mp3 | [
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EN_B00000_S03443_W000087 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.1787,
"duration": 8.37,
"id": "EN_B00000_S03443_W000087",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " In case if spalling or popping occurs, then light lining may be required in such cases.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000087.mp3"
} | EN_B00000_S03443_W000087.mp3 | [
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EN_B00000_S03443_W000088 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.3562,
"duration": 17.029,
"id": "EN_B00000_S03443_W000088",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " If you have the second type of the rock class, which is hard stratified or schistose, then this rock load factor was taken to be 0 to 0.5 times the b.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000088.mp3"
} | EN_B00000_S03443_W000088.mp3 | [
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EN_B00000_S03443_W000089 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 4.636,
"id": "EN_B00000_S03443_W000089",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " Now, what is this B? Take a look here. This is the width",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000089.mp3"
} | EN_B00000_S03443_W000089.mp3 | [
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EN_B00000_S03443_W000090 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.1528,
"duration": 13.852,
"id": "EN_B00000_S03443_W000090",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " Which is having the massive moderately jointed rock. The rock load factor is 0 to 0.25 times B and there is not going to be any side pressure.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000090.mp3"
} | EN_B00000_S03443_W000090.mp3 | [
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EN_B00000_S03443_W000091 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 10.172,
"id": "EN_B00000_S03443_W000091",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " Similar is the case as far as the side pressure is concerned for the fourth type of rock class which is defined as moderately blocky and",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000091.mp3"
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EN_B00000_S03443_W000092 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.2487,
"duration": 8.988,
"id": "EN_B00000_S03443_W000092",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " Coming to the fifth type of, uh, rock class which is defined by very blocky and seamy, uh, rock condition.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000092.mp3"
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EN_B00000_S03443_W000093 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 16.028,
"id": "EN_B00000_S03443_W000093",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " In this case, very little or no side pressure is there on the side walls. So, the rock load factor value was ranging between 0.35 to 1.1 times B plus h",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000093.mp3"
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EN_B00000_S03443_W000094 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.2472,
"duration": 16.06,
"id": "EN_B00000_S03443_W000094",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " In that case, it is 1.1 times b plus h t. In this case, considerable side pressure will occur and the softening effects of seepage towards the bottom of the tunnel require",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000094.mp3"
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EN_B00000_S03443_W000095 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 10.46,
"id": "EN_B00000_S03443_W000095",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " Either continuous support for lower end of ribs or the circular ribs. So, when I say these ribs, these are connected to the steel sets.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000095.mp3"
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EN_B00000_S03443_W000096 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"id": "EN_B00000_S03443_W000096",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " That I showed you in the second slide of this particular lecture.",
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EN_B00000_S03443_W000097 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 6.62,
"id": "EN_B00000_S03443_W000097",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " Then if we have the squeezing rock at moderate depth, the range",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000097.mp3"
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EN_B00000_S03443_W000098 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"duration": 19.996,
"id": "EN_B00000_S03443_W000098",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " In which the rock load factor varies include 1.1 to 2.1 times B plus H t. In this case, there is occurrence of heavy side pressure and inward struts are needed and circular ribs are recommended. So, as far as these remarks",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000098.mp3"
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EN_B00000_S03443_W000099 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"language": "en",
"speaker": "EN_B00000_S03443",
"text": " So, if the column is concerned, uh, simultaneously, we are getting the idea that what will be the magnitude of the side pressure and what will be the, uh, appropriate type of the support system.",
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EN_B00000_S03443_W000100 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03443",
"text": " Then coming to the 8th type of rock class, there you have the squeezing rock at great",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000100.mp3"
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EN_B00000_S03443_W000101 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03443",
"text": " So, here this rock load factor that is HP, it will be up to 80 meters. So, in this case, circular ribs are required and in extreme cases, the use of yielding supports, they are also recommended.",
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EN_B00000_S03443_W000102 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03443",
"text": " Now you Nikki, take a note of some of the things which are mentioned here at the bottom of this table that as far as roof of the tunnel is concerned, it is assumed to be located below the water table.",
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EN_B00000_S03443_W000103 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " So all these values of the rock load factor, they are given having this assumption in mind that the water table, that the roof of the tunnel is located below the water table.",
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EN_B00000_S03443_W000104 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " The roof is located permanently above the water table, then the values which are given for classes 4 to 6, these can be reduced by 50%. So, this modification should be made if the",
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EN_B00000_S03443_W000105 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " And then as I mentioned that this Terzaghi's Rock Load Theory has the limitations.",
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EN_B00000_S03443_W000106 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03443",
"text": " Some of the other research workers, they modified by introducing the RQD as the lone measure of rock quality.",
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EN_B00000_S03443_W000107 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03443",
"text": " So, here is going to be one of such modification that I am going to discuss with you. That was given by D. Ray Airtel in 1970.",
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EN_B00000_S03443_W000108 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " So, for various type of rock class and the condition, so that has been mentioned. So, the first one suggests the rock class and the text",
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EN_B00000_S03443_W000109 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"speaker": "EN_B00000_S03443",
"text": " remain the same as it was there for Terzaghi's Rock Low Theory which was proposed in 1946. So, no change is going to be there even if some modification took place by inclusion of RQD.",
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EN_B00000_S03443_W000110 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " Coming to the next category that is when you have the fourth, uh, rock class which corresponds to the RQD values between, uh, 75 to 85 percent.",
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EN_B00000_S03443_W000111 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"text": " defined by this that is varying between 0.25B to 0.35 times B plus HT. In this case, types 4, 5 and 6, they are reduced by about 50% from Terzaghi's values.",
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EN_B00000_S03443_W000112 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.1333,
"duration": 9.828,
"id": "EN_B00000_S03443_W000112",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " Because water table has very little effect on the rock load. In case of rock class,",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000112.mp3"
} | EN_B00000_S03443_W000112.mp3 | [
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EN_B00000_S03443_W000113 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.2044,
"duration": 17.724,
"id": "EN_B00000_S03443_W000113",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " So, in all these 3, the corresponding values of R, Q, D are given in this table and so is the rock load factor H p and the remarks are going to be same as that for the class 4 that is",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000113.mp3"
} | EN_B00000_S03443_W000113.mp3 | [
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EN_B00000_S03443_W000114 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.436,
"duration": 8.048,
"id": "EN_B00000_S03443_W000114",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " Types 4, 5 and 6, they will be reduced by about 50% from Terzaghi's values.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000114.mp3"
} | EN_B00000_S03443_W000114.mp3 | [
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EN_B00000_S03443_W000115 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.0565,
"duration": 11.358,
"id": "EN_B00000_S03443_W000115",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " Coming to the squeezing rock at the moderate depth, so basically in this case RQD is not applicable.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000115.mp3"
} | EN_B00000_S03443_W000115.mp3 | [
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EN_B00000_S03443_W000116 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.3978,
"duration": 18.812,
"id": "EN_B00000_S03443_W000116",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " This case, the rock load factor expression remains the same as that was for Terzaghi in 1946. And similar is the situation for rock class 8 and 9 that is squeezing rock at great depth and swelling rock.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000116.mp3"
} | EN_B00000_S03443_W000116.mp3 | [
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EN_B00000_S03443_W000117 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.1175,
"duration": 18.579,
"id": "EN_B00000_S03443_W000117",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " In this case also RQD is not applicable. So, in this case of the swelling rock, let us take for example that in this case this rock load factor will be up to 80 meters irrespective of whatever is the value of B plus HD.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000117.mp3"
} | EN_B00000_S03443_W000117.mp3 | [
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EN_B00000_S03443_W000118 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.1363,
"duration": 12.124,
"id": "EN_B00000_S03443_W000118",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " Now, one needs to take the note here that blast and machine excavated tunnels, uh, were distinguished, uh, in this because, uh, when, uh,",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000118.mp3"
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EN_B00000_S03443_W000119 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.3962,
"duration": 11.548,
"id": "EN_B00000_S03443_W000119",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " The excavation is made using blast. There is more disturbance in the surrounding rock mass and therefore the rock load factor will be influenced.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000119.mp3"
} | EN_B00000_S03443_W000119.mp3 | [
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EN_B00000_S03443_W000120 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"language": "en",
"speaker": "EN_B00000_S03443",
"text": " If you have gone for the excavation using the machine like tunnel boring machine, then in that case the disturbance is relatively much lower. So, all those things",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000120.mp3"
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EN_B00000_S03443_W000121 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
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"id": "EN_B00000_S03443_W000121",
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"speaker": "EN_B00000_S03443",
"text": " Uh, were distinguished here. So the guidelines were proposed for the selection of steel sets, rock bolts and shotcrete support.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000121.mp3"
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EN_B00000_S03443_W000122 | hf://datasets/amphion/Emilia-Dataset@bcaad00d13e7c101485990a46e88f5884ffed3fc/EN/EN-B000003.tar | {
"dnsmos": 3.0297,
"duration": 12.364,
"id": "EN_B00000_S03443_W000122",
"language": "en",
"speaker": "EN_B00000_S03443",
"text": " 6 to 12 meter diameter of the tunnels in rock. Now what all are those guidelines? We will see in the next class.",
"wav": "EN_B00000/EN_B00000_S03443/mp3/EN_B00000_S03443_W000122.mp3"
} | EN_B00000_S03443_W000122.mp3 | [
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