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

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發(fā)表于 2025-3-30 11:09:36 | 只看該作者
https://doi.org/10.1007/978-1-4842-6180-4 adopted for the compression pile load tests. In this method the entire kentledge load is loaded above secondary beams which are supported by concrete blocks above the Natural Ground Level. So, it is important to ensure the SBC (for shear and settlement) of the natural ground. In one of our projects
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發(fā)表于 2025-3-30 13:11:58 | 只看該作者
https://doi.org/10.1007/978-1-4842-6180-4been well documented and has proper design codes for precise execution in the field. The sand compaction pile (SCP) method is a contemporary technique for stone columns and has limited literature related to the strength characteristics of the loose to medium dense sand deposits treated with SCP. The
53#
發(fā)表于 2025-3-30 19:20:26 | 只看該作者
https://doi.org/10.1007/978-1-4842-6180-4s one among the 18 locations of Assam with high seismic risk. The strata at the site are comprised of mostly fine silty sands of lower SPT- N values. The water table is also encountered and ranging from 1 to 2?m below EGL. Since the site lies in seismic zone V as per IS 1893, detailed liquefaction a
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發(fā)表于 2025-3-30 21:16:20 | 只看該作者
https://doi.org/10.1007/978-1-4842-6180-4ohesionless and cohesive soils, respectively. Numerous models are available in the form of charts or equations for the computation of these parameters and, hence, have been adopted by most of the international and national standards. Indian Standard for the Design and Construction of Concrete Pile F
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發(fā)表于 2025-3-31 04:47:02 | 只看該作者
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