Rajyaswori Shrestha
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Rajyaswori Shrestha has a total of 8 co-authors. Here are the top co-authors by number of shared publications:
- Abhay Kumar Mandal
School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, China
2 shared publications - Xinping Li
School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China
2 shared publications Kun Xu
Hubei Key laboratory of Roadway, Bridge and structure Engineering, Wuhan University of Technology, Wuhan, Hubei, China
1 shared publicationMandal Abhay Kumar
School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, Hubei, China
1 shared publication- Xiequn Wang
School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, China
1 shared publication Xinping Li
Hubei Key laboratory of Roadway, Bridge and structure Engineering, Wuhan University of Technology, Wuhan, Hubei, China
1 shared publication
Latest Publications
- 26 October 2020
- Published by Springer Nature in Geotechnical and Geological Engineering
- Vol. 39 (3) , 2075-2086
Design Theory and Method of Geo-Synthetic Reinforced Soil Retaining Wall Combined with a Gravity Retaining Wall or Full Height Rigid Facing
- 26 October 2020
- Published by Springer Nature in Geotechnical and Geological Engineering
- Vol. 39 (3) , 2075-2086
Design Theory and Method of Geo-Synthetic Reinforced Soil Retaining Wall Combined with a Gravity Retaining Wall or Full Height Rigid Facing
- 20 May 2020
- Published by Springer Nature in Geotechnical and Geological Engineering
- Vol. 38 (5) , 5295-5308
Seismic Damage and Possible Influencing Factors of the Damages in the Melamchi Tunnel in Nepal Due to Gorkha Earthquake 2015
- 20 May 2020
- Published by Springer Nature in Geotechnical and Geological Engineering
- Vol. 38 (5) , 5295-5308
Seismic Damage and Possible Influencing Factors of the Damages in the Melamchi Tunnel in Nepal Due to Gorkha Earthquake 2015
- Open Access
- 1 February 2020
- Published by IOP Publishing in IOP Conference Series: Earth and Environmental Science
- Vol. 455 (1)
The Effect of Overburden Depth on the Damage of Underground Structure during Earthquake
Nowadays underground structures are essential components in urban areas and their number are increasing continuously. Generally, underground structures show a better performance during seismic actions than structures above ground. During recent strong earthquakes, some urban underground structures suffered severe damages and collapses. Many researchers have worked in this field. Most of them have a common view of shallow underground structures are more vulnerable. Damages in deep underground structures are negligible compared to the surface structures and shallow underground structure. But there are some case histories, where there is severe damage in deep underground structure too. So we cannot neglect the seismic damage of deep underground structure. Nowadays there are many deep underground structures being constructed and in operation. We need to take into account the safety of the deep underground structure. The influencing factors for causing damages in deep underground structures should be studied carefully. In this paper, various case studies are taken into consideration and their results are observed. And the damages in different underground structures at different locations due to corresponding earthquakes are studied and compared, and the pattern of damage occurrence is reviewed.
- 1 February 2020
- Published by IOP Publishing in IOP Conference Series: Earth and Environmental Science
- Vol. 455 (1)
Open AccessThe Effect of Overburden Depth on the Damage of Underground Structure during Earthquake
Nowadays underground structures are essential components in urban areas and their number are increasing continuously. Generally, underground structures show a better performance during seismic actions than structures above ground. During recent strong earthquakes, some urban underground structures suffered severe damages and collapses. Many researchers have worked in this field. Most of them have a common view of shallow underground structures are more vulnerable. Damages in deep underground structures are negligible compared to the surface structures and shallow underground structure. But there are some case histories, where there is severe damage in deep underground structure too. So we cannot neglect the seismic damage of deep underground structure. Nowadays there are many deep underground structures being constructed and in operation. We need to take into account the safety of the deep underground structure. The influencing factors for causing damages in deep underground structures should be studied carefully. In this paper, various case studies are taken into consideration and their results are observed. And the damages in different underground structures at different locations due to corresponding earthquakes are studied and compared, and the pattern of damage occurrence is reviewed.