Locale
发表于 2025-3-27 00:49:18
Past, Present, and Future Developments in Liquefaction Hazard Analysis, This research has led to breakthroughs in understanding of the basic mechanics of liquefiable soils, the development of practical, empirical procedures for evaluation of liquefaction potential, and the development of numerical procedures for site-specific analysis of liquefaction and its effects. T
Pillory
发表于 2025-3-27 04:49:22
Liquefaction Induced Downdrag and Dragload from Full-Scale Tests,gative skin friction became equal to about 50% of the pre-blast positive skin friction. Despite significant ground settlement, pile settlement was relatively small. A neutral plane approach for computing pile settlement resulting from negative skin friction provided reasonable agreement with observe
visual-cortex
发表于 2025-3-27 08:26:24
Whole Life Sensing of Infrastructure,ls. In recent years, sensor and communications research has been undergoing a revolution. There are possibilities to use emerging sensor technologies (distributed fiber optics sensing, wireless sensor network, low power miniature sensors, energy harvesting for continuous monitoring, robotic inspecti
煤渣
发表于 2025-3-27 10:19:40
Recent Efforts to Mitigate the Impacts of Earthquake Hazard in Indonesia from Geotechnical Engineerspecial structures. The development of microzonation map of seismic risk has been initiated for Jakarta city. The academic draft for Indonesian earthquake master plan has been prepared based on assessment from several aspects, i.e. basic sciences, engineering and risk analysis, and social and legal
夜晚
发表于 2025-3-27 16:45:00
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敏捷
发表于 2025-3-27 20:54:39
One Dimensional Shallow Foundation Macro-element,ominates the response. This means that the structure-foundation system can be reduced to a single degree of freedom (SDOF) model..The form of the shallow foundation moment-rotation curve obtained from experimental and computational modelling is approximately hyperbolic; the nonlinear shape is due in
FAST
发表于 2025-3-28 00:47:34
,Analysis of Liquefaction During 2011 East Japan Earthquake – Part 2: Effective Stress Analysis Conss the case with the 2011 earthquake. The results of the effective stress analyses incorporating the effect of permeability are consistent with the behavior of the ground with and without liquefaction damage. In particular, the delayed sand boiling at the liquefied site is well simulated by the effec
Delectable
发表于 2025-3-28 04:29:32
Effective Stress Analysis of River Dikes During the 2011 East Japan Earthquake,he river embankments both in terms of settlements and deformation modes. In particular, the partial drainage analysis using the cocktail glass model is applicable to the behavior of a river embankment subject to a seismic motion with a long duration, including the additional effect of the aftershock
弄皱
发表于 2025-3-28 08:38:39
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inspiration
发表于 2025-3-28 13:32:38
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