Titlebook: Deep Foundations for Infrastructure Development in India; Proceedings of DFI-I Boominathan Adimoolam,Anirudhan I. V.,Amit Prashan Conferenc

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书目名称Deep Foundations for Infrastructure Development in India影响因子(影响力)




书目名称Deep Foundations for Infrastructure Development in India影响因子(影响力)学科排名




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书目名称Deep Foundations for Infrastructure Development in India网络公开度学科排名




书目名称Deep Foundations for Infrastructure Development in India被引频次




书目名称Deep Foundations for Infrastructure Development in India被引频次学科排名




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书目名称Deep Foundations for Infrastructure Development in India年度引用学科排名




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书目名称Deep Foundations for Infrastructure Development in India读者反馈学科排名

filicide

Ballad

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

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

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

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

全国性

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

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

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