2否定 发表于 2025-3-25 06:11:12
https://doi.org/10.1007/978-3-662-61262-0vestigation program covering the topographical, geological cum geotechnical aspects of the affected area and also on the proposed construction materials were undertaken to formulate the suitable rehabilitations measures of the failed valley slopes. The detailed engineering design by analyzing the st配偶 发表于 2025-3-25 07:30:21
http://reply.papertrans.cn/31/3009/300844/300844_22.png得体 发表于 2025-3-25 13:36:27
http://reply.papertrans.cn/31/3009/300844/300844_23.png哺乳动物 发表于 2025-3-25 17:45:27
http://reply.papertrans.cn/31/3009/300844/300844_24.png羊齿 发表于 2025-3-25 21:27:07
https://doi.org/10.1007/978-3-658-16303-7eless sensor network (WSN) system is employed. The algorithm used by the WSN for early warning of landslides uses predefined thresholds for the monitored triggering parameters. Though the rainfall-based threshold model is mostly used for early warning systems, its effect on landslides is difficult tCARK 发表于 2025-3-26 01:20:28
http://reply.papertrans.cn/31/3009/300844/300844_26.pngForage饲料 发表于 2025-3-26 06:17:26
Bernhard Rieß,Christoph Wallraffng in view the various uncertainties associated with the geotechnical parameters, in the study, the first-order reliability method (FORM) has been made use of as a reliability model to perform the probability-based stability analysis of the bioreactor landfill. It is observed that the safety factordeciduous 发表于 2025-3-26 09:40:40
http://reply.papertrans.cn/31/3009/300844/300844_28.pngImmobilize 发表于 2025-3-26 15:32:09
,Elastic–Perfectly Plastic Behavior of Lower Siwalik Sandstones,hills of the Himalayas. The rock is classified as fine to medium grained poorly to moderately cemented gray silty sandstone and is highly to moderately jointed, with bands of mudstone (1–10 m thick). The permeability of rock mass is ranging from 10. to 10. cm/s. The rock mass falls in Class-IV, poorGNAT 发表于 2025-3-26 20:36:53
Effect of Volume Loss During Tunnel Construction on the Ground Surface, of soil. Computed results have been presented and discussed in the form of displacements of soil and tunnel and stress concentration surrounding the tunnel. The results obtained by finite element analysis have been compared with the available closed-form solution.