悲伤我
发表于 2025-3-21 16:10:38
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filicide
发表于 2025-3-21 21:16:06
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Ballad
发表于 2025-3-22 00:34:23
https://doi.org/10.1007/978-1-4842-6180-4 predict safe bearing capacities. Design is validated by two initial field load tests (single and group column test) and three routine load tests (single column test) as per guidelines given in IS code. Results showed 20% higher than estimated safe bearing capacities. Numerical modeling was also per
Interferons
发表于 2025-3-22 07:01:12
https://doi.org/10.1007/978-1-4842-6180-4ent of geotechnical investigations to be carried out below critical structures like defense facilities, nuclear facilities, etc., this method of averaging may lead to obnoxious results. The greatest drawback of this approach is that we are not using sufficient data to characterize the soil profile o
absorbed
发表于 2025-3-22 10:08:46
https://doi.org/10.1007/978-1-4842-6180-4f concrete blocks placed to support the kentledge weight. When the kentledge loading started, even before reaching 10% of the total kentledge load, an excessive settlement on the GSB layer was observed. This paper describes the problems faced during the normal kentledge method and how it was overcom
不自然
发表于 2025-3-22 14:47:47
https://doi.org/10.1007/978-1-4842-6180-4orking efficiency, and accumulated field data. However, it is found that there are no generic design codes for the direct estimation of the ultimate bearing capacity of the SCP improved cohesionless deposits. To meet the design requirement for the SCP treated ground, a series of experimental and num
不自然
发表于 2025-3-22 20:47:59
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全国性
发表于 2025-3-22 23:02:10
https://doi.org/10.1007/978-1-4842-6180-4 pile foundations. The given charts have been compared with various models specified in the existing literature and international standards for the calculation of N. and α for both driven and bored piles and, hence, the basis of Indian Standard charts has been identified. Moreover, it is evident tha
伪造
发表于 2025-3-23 02:04:01
https://doi.org/10.1007/978-1-4842-6062-3inside slope of the embankment had started sliding due to continuous dewatering. The design and execution of deep excavation with earthen Cofferdam for waterfront structures are challenging. The selection of filling material for embankment formation and dewatering techniques plays a vital role in th
Enteropathic
发表于 2025-3-23 08:05:27
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