Bending–buckling interaction as a failure mechanism of piles in liquefiable soils SR Dash, S Bhattacharya, A Blakeborough Soil Dynamics and Earthquake Engineering 30 (1-2), 32-39, 2010 | 131 | 2010 |
A case study of damages of the Kandla Port and Customs Office tower supported on a mat–pile foundation in liquefied soils under the 2001 Bhuj earthquake SR Dash, L Govindaraju, S Bhattacharya Soil Dynamics and Earthquake Engineering 29 (2), 333-346, 2009 | 97 | 2009 |
Construction of simplified design p–y curves for liquefied soils D Lombardi, SR Dash, S Bhattacharya, E Ibraim, D Muir Wood, CA Taylor Géotechnique 67 (3), 216-227, 2017 | 71 | 2017 |
A practical method for construction of py curves for liquefiable soils S Dash, M Rouholamin, D Lombardi, S Bhattacharya Soil Dynamics and Earthquake Engineering 97, 478-481, 2017 | 70 | 2017 |
Winkler Springs (p-ycurves) for pile design from stress-strain of soils:FE assessment of scaling coefficients using the Mobilized Strength Design concept B A.D, B S, D S.R. Geomechanics and Engineering 5 (5), 379-399, 2013 | 61 | 2013 |
Mechanical characteristics of cement stabilised granular lateritic soils for use as structural layer of pavement DR Biswal, UC Sahoo, SR Dash Road Materials and Pavement Design 21 (5), 1201-1223, 2020 | 42 | 2020 |
Review of pipeline performance during earthquakes since 1906 GS Nair, SR Dash, G Mondal Journal of Performance of Constructed Facilities 32 (6), 04018083, 2018 | 40 | 2018 |
On the mechanics of failure of pile-supported structures in liquefiable deposits during earthquakes. S Bhattacharya, SR Dash, S Adhikari Current Science (00113891) 94 (5), 2008 | 38 | 2008 |
Durability and shrinkage studies of cement stabilsed granular lateritic soils DR Biswal, UC Sahoo, SR Dash International Journal of Pavement Engineering, 1-12, 2018 | 37 | 2018 |
Characterization of granular lateritic soils as pavement material DR Biswal, UC Sahoo, SR Dash Transportation Geotechnics 6, 108-122, 2016 | 36 | 2016 |
Lateral pile soil interaction in liquefiable soils SR Dash Oxford University, 2010 | 33 | 2010 |
PY curve to model lateral response of pile foundations in liquefied soils SR Dash, S Bhattacharya, A Blakeborough, M Hyodo 14th World Conference on Earthquake Engineering Beijing, China, 12-17, 2008 | 30 | 2008 |
Fatigue characteristics of cement-stabilized granular lateritic soils DR Biswal, UC Sahoo, SR Dash Journal of Transportation Engineering, Part B: Pavements 146 (1), 04019038, 2020 | 25 | 2020 |
Strength and stiffness studies of cement stabilized granular lateritic soil DR Biswal, UC Sahoo, SR Dash Soil Testing, Soil Stability and Ground Improvement: Proceedings of the 1st …, 2018 | 25 | 2018 |
Non-destructive strength and stiffness evaluation of cement-stabilised granular lateritic soils DR Biswal, UC Sahoo, SR Dash Road Materials and Pavement Design 21 (3), 835-849, 2020 | 24 | 2020 |
Guidelines for Seismic Design of buried pipelines S Dash, KS Jain NICEE, Indian Institute of Technology, Kanpur., 2007 | 24 | 2007 |
Response and recovery in India after the December 2004 great Sumatra earthquake and Indian Ocean tsunami CVR Murty, SK Jain, AR Sheth, A Jaiswal, SR Dash Earthquake Spectra 22 (3_suppl), 731-758, 2006 | 24 | 2006 |
Performance of structures in the Andaman and Nicobar Islands (India) during the December 2004 great Sumatra earthquake and Indian Ocean tsunami CVR Murty, DC Rai, SK Jain, HB Kaushik, G Mondal, SR Dash Earthquake spectra 22 (3_suppl), 321-354, 2006 | 21 | 2006 |
Engineering reconnaissance following the magnitude 5.7 Tripura earthquake on January 3, 2017 R Saha, R Debnath, S Dash, S Haldar Journal of performance of constructed facilities 34 (4), 04020052, 2020 | 19 | 2020 |
Learning from collapse of piles in liquefiable soils S Bhattacharya, A Blakeborough, S Dash Proceedings of the Institution of Civil Engineers-Civil Engineering 161 (6 …, 2008 | 18 | 2008 |