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Titlebook: Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China; Volume 2: Geohazard Sijing Wang,Runqiu Huan

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楼主: bile-acids
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Vytautas Ostasevicius,Rolanas Daukseviciusimproved the Faster R-CNN algorithm and obtained two enhanced versions, namely faster_rcnn_inception_v2 and faster_rcnn_resnet50. Both algorithms were trained and indicators such as loss value, test recognition area, and accuracy were analyzed. The results showed that the faster_rcnn_inception_v2 al
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Microsystems and Nanotechnology rates of 83.90% and 85.75%, respectively. Subsequently, the rainfall-induced landslide stability at a site in the Trung Chai area was simulated using the 3D limit equilibrium analysis in Scoops3D. Because of the high model efficiency, the study results can help identify areas with a high landslide
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M. Eichler,C.-P. Klages,K. Lachmannrashing–falling–flow accumulation, and the fragmentation is mainly caused by the bottom-compression and the collision during the fall. The cumulative fragment size distributions fitting results indicate that the fragments fractal dimension . increases (1.62–1.88) and the fragments scale parameter .
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Sung-Jin Kim,Xiaoyue Zhu,Shuichi Takayamaon and coalescence of rock masses. Additionally, it can accurately simulate the contact behavior between particles, providing a realistic representation of the crack propagation, frictional sliding, and deposition of the Daguangbao landslide under seismic conditions. Moreover, compared with other ma
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Spontaneously Beating Biomimetic Structuresulic engineering experience in this paper. The energy dissipation effect of different structures is studied through theoretical analysis and numerical calculation. The retaining dams dissipate kinetic energy step by step, and the kinetic energy of sliding body presents the characteristics of multi p
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Jack M. Fein,O. Howard Reichmanc simulation software RAMMS was utilized to simulate the evolutionary process of the Xiaogoucun debris flow. The calibrated Coulomb friction coefficient (μ) and viscous turbulent friction coefficient (ξ) in the catchment were respectively determined as 0.200 and 220 m/s.. The simulation results unra
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