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Titlebook: Geohazard Mitigation; Select Proceedings o Basanta Raj Adhikari,Sreevalsa Kolathayar Conference proceedings 2022 The Editor(s) (if applicab

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樓主: Stubborn
41#
發(fā)表于 2025-3-28 16:32:46 | 只看該作者
42#
發(fā)表于 2025-3-28 19:30:56 | 只看該作者
Hermann Triepel,Robert Herrlingerferent dataset and interpretations. Exponential and power relations are found among the uniformity coefficient, the median diameter and the main physical variables adopted in the physical-based models used for the analysis of the natural hazards in volcanic deposits.
43#
發(fā)表于 2025-3-28 23:46:55 | 只看該作者
44#
發(fā)表于 2025-3-29 07:05:32 | 只看該作者
45#
發(fā)表于 2025-3-29 10:05:14 | 只看該作者
Verpasste Chancen, neue Chancen?pes were carried out in GEO-5 using different stabilizing measures that included the construction of retaining walls, soil nailing, anchoring, etc. Then, stability analysis of slopes was carried out to check for any improvement in the factor of safety. After optimization of results, suitable suggest
46#
發(fā)表于 2025-3-29 15:25:44 | 只看該作者
47#
發(fā)表于 2025-3-29 15:49:54 | 只看該作者
A Study on Liquefaction Susceptibility of Earthen Damsly. Analytical procedure is further incorporated as per Indian Standards for validation and verification on results obtained by numerical analysis. Further, factor of safety against liquefaction failure is found, and suitable mitigation techniques are discussed briefly.
48#
發(fā)表于 2025-3-29 23:33:23 | 只看該作者
49#
發(fā)表于 2025-3-30 00:32:57 | 只看該作者
Investigation of Flow Structures Along the Embankment Generated Nearby Finite Riparian Vegetationonship between the afflux and the angle. However, for DM, the maximum afflux along the sidewall occurred for 60°, 90°, and 120° angles. Two peak standing wave fields were observed for intermediate gaps for debris trapping cases. Moreover, for higher gaps, DM generated standing wave field shifts furt
50#
發(fā)表于 2025-3-30 04:58:35 | 只看該作者
Sediment Yield Estimation and Reservoir Sedimentation Assessment Using Geospatial Tools: A Case Studchnique is used to calculate the sediment yield occurring in the watershed. The results have shown that about 46.67% of the watershed area comes under the high erosion category and about 26.66% each comes under the moderate and slight erosion category. The loss in storage capacity of the reservoir i
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