Pessary 发表于 2025-3-25 04:50:00
https://doi.org/10.1057/9780230524040res of 6 mm and 12 mm length at optimum fibre content (1% based on improved shear strength parameters) on . is evaluated to quantify the reduction in amplitude of vibration for damping ratios of 0–0.15. At optimum fibre content, the values of . of 6 mm and 12 mm fibre-reinforced fine sand decreasedemployor 发表于 2025-3-25 07:40:57
Alice Nakamura,Masao Nakamura,Atsushi Seikeorted earlier by researchers. Such practices may foster substantial losses because ultimately the MASW results are useful for the generation of the design response spectra. Due to all these reasons, there is an alarming need for the dissemination of knowledge about the guidelines for the reliable prIRS 发表于 2025-3-25 14:09:01
T. G. Sitharam,Ravi S. Jakka,Sreevalsa KolathayarEnriches understanding by including contributions from leading experts across the globe.Provides a broad overview and in depth coverage of developments in geotechnical earthquake engineering and soilFigate 发表于 2025-3-25 19:17:46
Springer Tracts in Civil Engineeringhttp://image.papertrans.cn/a/image/147889.jpgdaredevil 发表于 2025-3-25 20:19:21
Advances in Earthquake Geotechnics978-981-19-3330-1Series ISSN 2366-259X Series E-ISSN 2366-2603文字 发表于 2025-3-26 02:49:45
Giliberto Capano,Marino Regini,Matteo Turrirently being constructed in many seismic-prone zones and the codes/best practice guidelines are not fully developed. The aim of the paper (which is based on the keynote lecture presented at the 7th International Conference on Recent Advances in Geotechnical Earthquake Engineering) is as follows: (a)割让 发表于 2025-3-26 05:17:35
The Oregon Health Plan Ten Years Later,ound 5 billion USD. Though the strong motion records of the Kutch region indicate the effects of basin on the ground motion, there are no detailed numerical studies concerning the basin effects. Therefore, a sincere attempt is made to study the basin effects in Kutch region. Initially, a three-dimen精致 发表于 2025-3-26 08:45:44
http://reply.papertrans.cn/15/1479/147889/147889_28.pngSEMI 发表于 2025-3-26 14:29:06
http://reply.papertrans.cn/15/1479/147889/147889_29.png上釉彩 发表于 2025-3-26 19:51:30
Changing Indian Images of the European Unionach involves various steps starting from identifying the seismic sources, analyzing local soil conditions, ground response analysis, and dynamic analysis of pile foundations. The complete nonlinearity of the soil (in case of liquefied soils) is incorporated in the analysis through nonlinear effectiv