The Behaviour of Pile Group and Combined Piled-Raft Foundation in Liquefiable Soil under Seismic Conditions.
- Published in:
- Geotechnical Engineering (00465828), 2020, v. 51, n. 2, p. 130
- By:
- Publication type:
- Article
Works by Rao, Vansittee Dilli
Results: 5
1
2
Numerical investigation of the stability of landslide-affected slopes in Kerala, India, under extreme rainfall event.
- Published in:
- Natural Hazards, 2022, v. 114, n. 1, p. 751, doi. 10.1007/s11069-022-05411-x
- By:
- Publication type:
- Article
3
Deterministic Seismic Hazard Analysis for the Northwestern Part of Haryana State, India, Considering Various Seismicity Levels.
- Published in:
- Pure & Applied Geophysics, 2021, v. 178, n. 2, p. 449, doi. 10.1007/s00024-021-02669-3
- By:
- Publication type:
- Article
4
Probabilistic Modelling for Earthquake Forecasting in the Northwestern Part of Haryana State, India.
- Published in:
- Pure & Applied Geophysics, 2020, v. 177, n. 7, p. 3073, doi. 10.1007/s00024-020-02418-y
- By:
- Publication type:
- Article
5
Seismic response of single piles in liquefiable soil considering P-delta effect.
- Published in:
- Bulletin of Earthquake Engineering, 2019, v. 17, n. 6, p. 2935, doi. 10.1007/s10518-019-00588-2
- By:
- Publication type:
- Article