Search Results - "Rajyaswori, Shrestha"

Design Theory and Method of Geo-Synthetic Reinforced Soil Retaining Wall Combined with a Gravity Retaining Wall or Full Height Rigid Facing by Wang, Xiequn, Shrestha, Rajyaswori, Li, Xinping, Mandal, Abhay Kumar

“…Geo-synthetic reinforced soil retaining wall (GRS-RW) combined with a Gravity Retaining wall (GRW) facing or Full High Rigid (FHR) facing is a new type of…”
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Seismic Damage and Possible Influencing Factors of the Damages in the Melamchi Tunnel in Nepal Due to Gorkha Earthquake 2015 by Shrestha, Rajyaswori, Li, Xinping, Yi, Luo, Mandal, Abhay Kumar

“…Nepal is a sensitive earthquake zone. On April 25, 2015, there was an Earthquake of 7.8 Mw. After that, more than 30 aftershocks of above 5 Mw occurred. One of…”
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Effectiveness of geocell wall, geogrid and micropile anchors for mitigation of unstable slopes by Kumar, Jain Sanjaya, Nusari, Mohammed Saleh, Purushotam, Dangol, Prasad, Acharya Indra, Rajyaswori, Shrestha

“…Slope failure mitigation practices are well developed in recent years. Recently, geosynthetic, geocell, and geogrid combined with micropiles are being used…”
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Use of RCC pile, anchor bolt and geogrid for building construction on the unstable slope by Jain, Sanjaya Kumar, Nusari, Mohammed Saleh, Shrestha, Rajyaswori, Mandal, Abhay Kumar

“…Rapid construction of buildings in urban area is creating lack of space available for new construction. This problem enforced to construct building on slope in…”
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Influence of Water Level Rise on the Bank of Reservoir on Slope Stability: A Case Study of Dagangshan Hydropower Project by Mandal, Abhay Kumar, Li, Xinping, Shrestha, Rajyaswori

“…This paper considers stability of slope under varying water level for the right bank of reservoir of Dagangshan hydropower project. SEEP/W and SLOPE/W are used…”
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