膝盖
发表于 2025-3-23 11:32:10
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痛打
发表于 2025-3-23 15:29:27
Numerical Analysis of Buried Pipelines Located in Slopes,l gas, chemicals, etc. for human need and for industrial growth. The present study deals with numerical investigation of buried pipe in soil slope using PLAXIS-3D. In addition, a footing was also installed to analyze the optimum position of buried pipe, which will have minimum effect on the ultimate
消耗
发表于 2025-3-23 21:56:44
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西瓜
发表于 2025-3-24 01:12:55
Influence of Fines Content on Stability of Unsaturated Soil Slopes,s its structure and unsaturated behavior. Soil water characteristic curve (SWCC) is the primary and fundamental tool to address unsaturated soil properties as it relates to the soil suction and the soil water content. However, it is well accepted that the SWCC exhibits hysteresis as it does not foll
卵石
发表于 2025-3-24 05:12:24
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尊重
发表于 2025-3-24 09:10:30
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FID
发表于 2025-3-24 12:12:29
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刺耳的声音
发表于 2025-3-24 14:50:34
Rock Mass Index (RMI) to Estimate the Shear Strength Parameters of the Rockmass: Case Study from Lentact rocks to express the UCS of the rockmass. The present work focuses on the applicability of RMI in the context of estimation of shear strength parameters, like angle of internal friction (Φ), cohesion (c), etc., and also the ‘m’ and ‘s’ constants for Hoek–Brown failure criterion from the Anji K
Debility
发表于 2025-3-24 21:17:43
,The Light at the End of the Tunnel––The Sleemanabad Tunnel,. Yet in Madhya Pradesh, India, such a project is underway by the Department of Narmada Valley Development. The context is as follows: along the canal of Rani Avanti Bai Lodhi Sagar Dam (Bargi) built on westward Narmada, between the km mark of 104 and 116, canal alignment changes from Narmada alluvi
轻率的你
发表于 2025-3-24 23:44:43
Rock Slope Stability Analysis of a Metro Station Excavation,ng various conditions of slope failure. An attempt has been made to execute a comparative analysis of various available methods for rock slope stability analysis. Rock support system has been estimated to achieve suitable factor of safety, and a comprehensive design strategy to deal with rock slope stability has also been elucidated in this paper.