Titlebook: Stability of Slopes and Underground Excavations; Proceedings of India C. N. V. Satyanarayana Reddy,K. Muthukkumaran,Ravi Conference proceed

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书目名称Stability of Slopes and Underground Excavations影响因子(影响力)




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书目名称Stability of Slopes and Underground Excavations网络公开度学科排名




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书目名称Stability of Slopes and Underground Excavations被引频次学科排名




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书目名称Stability of Slopes and Underground Excavations读者反馈学科排名

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Application of Bi-directional Extreme Learning Machine in Predicting Stability of Slope of Railway the railway tracks are built on the natural ground surface and the track system is installed on the prepared formation called Permanent Way, constructed either earthwork in formation or earthwork in cutting or in a combination of both. In contrast, the installation of a railway system requires healt

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florid

N斯巴达人

Response of Sand at Low Normal Stresses Using Gravity Shear Test,oils, especially at low normal stresses have rarely been studied. Similar problems occur at the interfaces between geosynthetic and soil/backfill in case of MSW (Municipal Solid Waste) disposal site, as for such materials (soils and geosynthetics), shear response of interfaces becomes significant co

Limpid

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Design of Core of Earthen Dam by Replacement with Geosynthetics,e outer shells and inner core. The core is provided in the center of the dam to reduce the seepage through the embankment. The core materials of earth dams are usually selected based on available burrow areas and mainly from low permeable geomaterials (mostly clay). Many times, it may be difficult t

MAUVE

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Stability Analysis of Tailings Dam Using Finite Element Approach and Conventional Limit Equilibriumof the major reasons, contributing more often to the failure of these tailings dam. Due to this reason, the stability of tailings dam has drawn much attention as significant numbers of tailings dam’s failure have been reported worldwide in the recent years. The present work focuses on evaluating the

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