光明正大 发表于 2025-3-30 09:35:07
http://reply.papertrans.cn/39/3842/384143/384143_51.png令人苦恼 发表于 2025-3-30 12:59:03
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) proposeAngiogenesis 发表于 2025-3-30 19:02:57
http://reply.papertrans.cn/39/3842/384143/384143_53.pngCultivate 发表于 2025-3-30 21:04:41
http://reply.papertrans.cn/39/3842/384143/384143_54.pngMicrogram 发表于 2025-3-31 04:10:54
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.flammable 发表于 2025-3-31 05:27:23
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讥笑 发表于 2025-3-31 13:02:32
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http://reply.papertrans.cn/39/3842/384143/384143_59.pngflex336 发表于 2025-4-1 00:35:58
,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