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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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31#
發(fā)表于 2025-3-26 22:16:54 | 只看該作者
Conference proceedings 2023) Geotechnical Investigation, Testing, Instrumentation, Monitoring, and Quality Management, 2) Ground Improvement Techniques, 3) Piling and Deep Foundation Techniques, 4) Earth Retention and Deep Excavation Support, 5) Research, Experimental and Numerical Methods in Deep Foundations and Deep Excavat
32#
發(fā)表于 2025-3-27 03:59:34 | 只看該作者
Advanced Geotechnical Investigation and Data Interpretation for Complex Underground Structuresim of conserving surface space for various reasons and for strategic purposes. However, construction of underground structures continues to be expensive, with project cost rising rapidly and often significantly exceeding the preconstruction estimate. One of the most desirable and optimistic ways to
33#
發(fā)表于 2025-3-27 07:48:29 | 只看該作者
34#
發(fā)表于 2025-3-27 13:02:17 | 只看該作者
Use of Reliability-Based Approach to Determine Geotechnical Parameters of Soil Site, improper investigations lead to shocking results both financially and technically. Some of the most important geotechnical investigation tests like the Standard Penetration Test (SPT), Pressure Meter Test (PMT), etc. which are very much important in determining the foundation parameters, require t
35#
發(fā)表于 2025-3-27 14:31:31 | 只看該作者
36#
發(fā)表于 2025-3-27 18:55:36 | 只看該作者
37#
發(fā)表于 2025-3-28 01:21:49 | 只看該作者
Ground Improvement Using Stone Columns to Mitigate Liquefaction, Reduce Settlements and to Increase s 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
38#
發(fā)表于 2025-3-28 04:13:46 | 只看該作者
A Study on the Evaluation of Pile Bearing Capacity Factor and Adhesion Factor in IS 2911ohesionless 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
39#
發(fā)表于 2025-3-28 08:31:33 | 只看該作者
How Choice of Foundation Can Alter the Fate of a Bridge Project—Three Case Studiestage, it is extremely important to choose the right type of foundation. Wrong choice can lead to disaster for the project. This paper will present three interesting case studies of past bridge projects, to demonstrate how correct choice of foundation can help to meet the project commitments, while t
40#
發(fā)表于 2025-3-28 12:59:57 | 只看該作者
Soil–Structure Interaction for a Tension Pile Pulled with Strand-tensile strands. The HDPE duct of the cable prevents bond between the strands and pile concrete in the upper portion. While soil friction on the pile will act downwards on the whole length, there is tension in the bottom portion of pile and there will be compression at the top portion.
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