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Titlebook: Geotechnics for Natural and Engineered Sustainable Technologies; GeoNEst A. Murali Krishna,Arindam Dey,S Sreedeep Book 2018 Springer Nature

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發(fā)表于 2025-3-30 09:35:07 | 只看該作者
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發(fā)表于 2025-3-30 12:59:03 | 只看該作者
https://doi.org/10.1007/978-3-031-05984-1lexity; (b) discuss the challenges in designing such foundations; (c) describe the rationale behind scaled models tests that supported the development of offshore wind turbine design philosophy; (d) draw parallel with other geotechnical scaled model tests and discuss the scaling issues; (e) propose
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發(fā)表于 2025-3-30 19:02:57 | 只看該作者
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發(fā)表于 2025-3-30 21:04:41 | 只看該作者
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發(fā)表于 2025-3-31 04:10:54 | 只看該作者
Environmental Debates in Albaniak rock and metro station in soft ground, respectively. The field monitoring results during the tunnel construction which underpass through 60-m-long existing railway tracks by using TRcM are also described.
56#
發(fā)表于 2025-3-31 05:27:23 | 只看該作者
Planned Unit Development Evaluationand traffic loads are applied on backfill using Servo-hydraulic actuator and surcharge load distribution system. Lateral thrust isolation efficiencies of 55.1–64.2% and 60.6–69.4% are observed under static and traffic loading conditions, respectively, in the presence of geofoam. Higher lateral thrus
57#
發(fā)表于 2025-3-31 13:02:32 | 只看該作者
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發(fā)表于 2025-3-31 13:31:36 | 只看該作者
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發(fā)表于 2025-3-31 20:01:27 | 只看該作者
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發(fā)表于 2025-4-1 00:35:58 | 只看該作者
,Soil–Structure Interaction Analysis of Pile Foundations Subjected to Dynamic Loads, to simulate the frequency response of a single pile, with admissible accuracy. Flexible volume substructuring using the program SASSI 2010, for seismic response of pile foundations, is discussed with two case studies. The substructure-based SASSI analysis is found to produce results which are in ag
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