CLAY
发表于 2025-3-28 17:51:43
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NADIR
发表于 2025-3-28 21:34:35
Gowtham Padmanabhan,Ganesh Kumar Shanmugamle ‘on the other side’ whom my arguments cannot reach, and this fact alone should suggest that a different take on the problem is in order. In what follows I shall not make any effort to present a systematic and comprehensive survey of the arguments, since this book is not a textbook; but I will be
PRE
发表于 2025-3-29 02:59:42
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SEED
发表于 2025-3-29 05:59:33
Effect of Fines Content on Dynamic Properties of Sand Using Bender Element, shear wave velocity and shear modulus than a saturated specimen. It was also observed that up to certain fines content, the maximum and minimum void ratio decreased and after that, there was an increase in maximum and minimum void ratio. Based on regression analysis technique a modified model for e
消息灵通
发表于 2025-3-29 10:52:15
Investigation of Dynamic Response of Rubber Tire Chips for Geotechnical Applications, for the study. The dynamic properties obtained are compared with that of the Indian standard sand. The number of loading cycles for initiation of liquefaction is used to compare the liquefaction potential of the rubber tire chips with that of the standard sand. The cyclic tests showed that the tire
miscreant
发表于 2025-3-29 12:31:28
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Carcinogenesis
发表于 2025-3-29 19:33:45
Geotechnical Properties of Lunar Soil Simulantions,like shear modulus, damping ratio, bulk modulus, and Poisson’s ratio of the LSS. The results were compared with the lunar soil Apollo 16 and simulants like GRC-3 and JSC-1A. The results evidence that the new LSS has similar properties of the lunar soil and can be used for future extended research ab
graphy
发表于 2025-3-29 20:28:29
Effect of Matric Suction and CSR on Dynamic Response of Expansive Soil,r expansive soil at varying CSR (0.1, 0.3, and 0.5) and degree of saturation (30, 50, 70, and 95%). SWCC of Nagpur soil was determined through the filter paper method, and the saturation values for CSS tests were chosen to cover all the three zones of SWCC. Shear modulus was found to increase with t
危机
发表于 2025-3-30 02:32:08
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偶然
发表于 2025-3-30 06:19:46
,Stress–Strain Behavior of Non-liquefied Soil and Liquefied Soil,arameters for the analysis are obtained by carrying out standard penetration test (SPT) and laboratory tests of the soil samples collected from the particular site. From the analysis, it has been found that most of the layers of the soil column get liquefied under that particular input motion. Thus,