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Titlebook: Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 6; Fundamentals of Road Cholachat Rujikia

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樓主: Animosity
21#
發(fā)表于 2025-3-25 03:48:08 | 只看該作者
22#
發(fā)表于 2025-3-25 10:57:37 | 只看該作者
Liuxin Chen,Javad Ghorbani,Troyee Tanu Dutta,Arooran Sounthararajah,Arjoon Moses Jesudasan,Jayantha Kodikaraition and these increases cannot be explained by compositional change of the marriages. However, no uniform pattern emerged in the timing and duration of the increase in divorce risk. This striking variation leads us to conclude that even the effect of major societal ruptures is contextually conting
23#
發(fā)表于 2025-3-25 13:30:56 | 只看該作者
24#
發(fā)表于 2025-3-25 19:14:08 | 只看該作者
25#
發(fā)表于 2025-3-25 22:27:27 | 只看該作者
Pratik Chaudhary,Sireesh Saridetes of trends in union stability. If retrospective information is indeed to be trusted, union stability has been decreasing across cohorts (1974–1999), but this development appears to have stalled for the most recent cohort formed in 2000–2004. A lack of recent data, however, prevents us from knowin
26#
發(fā)表于 2025-3-26 00:45:42 | 只看該作者
27#
發(fā)表于 2025-3-26 07:56:57 | 只看該作者
A Coupled CFD-DEM Approach to Examine Clogging Behaviour of Granular Medium by Fines,ors that control the clogging potential are also investigated in detail including the influence of hydraulic gradient and characteristics of coarse medium such as its particle sizes. The innovation of this study is the exploration of the micromechanics of clogging, which has not been addressed thoroughly before.
28#
發(fā)表于 2025-3-26 10:03:30 | 只看該作者
Numerical Modelling of Jointed Rock Foundation Under Heavy Haul Train Loading,uding Joint Roughness Coefficient. Further, this method also simulates the evolution of shear and normal stresses distinctly at different locations on the joint surface under train passage. Under a heavy haul train passage, the contours depicting normal stress and the related apparent friction angle are presented.
29#
發(fā)表于 2025-3-26 15:30:25 | 只看該作者
30#
發(fā)表于 2025-3-26 17:38:10 | 只看該作者
Towards a New Soil Constitutive Model for Simulation of Road Barrier Piles,re accurate soil-pile simulation under impact. The proposed soil constitutive model is validated through a series of triaxial test results in element scale and will be further developed to be used in boundary-value simulations.
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