| Cyclic loading effects on the creep and dilation of salt rock LA Roberts, SA Buchholz, KD Mellegard, U Düsterloh Rock Mechanics and Rock Engineering 48, 2581-2590, 2015 | 101 | 2015 |
| Probabilistic analysis of drilled shaft service limit state using the "t–z" method A Misra, LA Roberts Canadian Geotechnical Journal 43 (12), 1324-1332, 2006 | 51 | 2006 |
| Reliability analysis of drilled shaft behavior using finite difference method and Monte Carlo simulation A Misra, LA Roberts, SM Levorson Geotechnical and Geological Engineering 25, 65-77, 2007 | 49 | 2007 |
| Uncertainty analysis of micropile pullout based upon load test results A Misra, LA Roberts, R Oberoi, CH Chen Journal of geotechnical and geoenvironmental engineering 133 (8), 1017-1025, 2007 | 35 | 2007 |
| Service limit state resistance factors for drilled shafts A Misra, LA Roberts Geotechnique 59 (1), 53-61, 2009 | 33 | 2009 |
| Reliability-based design of deep foundations based on differential settlement criterion LA Roberts, A Misra Canadian geotechnical journal 46 (2), 168-176, 2009 | 25 | 2009 |
| Design methodology for axially loaded auger cast-in-place and drilled displacement piles S Park, LA Roberts, A Misra Journal of geotechnical and geoenvironmental engineering 138 (12), 1431-1441, 2012 | 22 | 2012 |
| Performance-based design of deep foundation systems in load and resistance factor design framework LA Roberts, A Misra Transportation research record 2186 (1), 29-37, 2010 | 22 | 2010 |
| Practical method for load and resistance factor design (LRFD) of deep foundations at the strength and service limit states L Roberts, A Misra, S Levorson International Journal of Geotechnical Engineering 2 (4), 355-368, 2008 | 19 | 2008 |
| Probabilistic axial load displacement relationships for drilled shafts A Misra, LA Roberts Contemporary Issues in Foundation Engineering, 1-15, 2005 | 19 | 2005 |
| Quality Base Material Produced Using Full Depth Reclamation on Existing Asphalt Pavement Structure–Task 4: Development of FDR Mix Design Guide S Bang, W Lein, B Comes, L Nehl, J Anderson, P Kraft, M deStigter, ... United States. Federal Highway Administration. Office of Pavement Technology, 2011 | 16 | 2011 |
| Axial service limit state analysis of drilled shafts using probabilistic approach A Misra, LA Roberts Geotechnical & Geological Engineering 24, 1561-1580, 2006 | 13 | 2006 |
| Time-dependent deformation of Pierre Shale as determined by long-duration creep tests JR Nopola, LA Roberts ARMA US Rock Mechanics/Geomechanics Symposium, ARMA-2016-508, 2016 | 12 | 2016 |
| Performance-based design of drilled shaft bridge foundations LA Roberts, D Fick, A Misra Journal of Bridge Engineering 16 (6), 749-758, 2011 | 12 | 2011 |
| Multiple Resistance Factor Methodology for Service Limit State Design of Deep Foundations using a''tz''Model Approach LA Roberts, BS Gardner, A Misra GeoCongress 2008: Geosustainability and Geohazard Mitigation, 74-81, 2008 | 12 | 2008 |
| Static load test interpretation using the t-z model and LRFD resistance factors for auger cast-in-place (AC IP) and drilled displacement (DD) piles S Park, L Roberts, A Misra International Journal of Geotechnical Engineering 5 (3), 283-295, 2011 | 10 | 2011 |
| Load and resistance factor design (LRFD) of deep foundations using a performance-based design approach LA Roberts, A Misra Journal of GeoEngineering 4 (3), 87-92, 2009 | 9 | 2009 |
| LRFD of shallow foundations at the service limit state LA Roberts, A Misra Georisk 4 (1), 13-21, 2010 | 8 | 2010 |
| Effect of sylvite content on mechanical properties of potash KD Mellegard, LA Roberts, GD Callahan Mechanical Behavior of Salt VII-Berest, Ghoreychi, Hadj-Hassen and Tijani, 71-79, 2012 | 7 | 2012 |
| Reliability-based design of shallow foundations based on elastic settlement LA Roberts, A Misra Proc. of the 1 st Intern. Symposium on Geotechnical Safety and Risk …, 2007 | 7 | 2007 |
Anil MisraFlorida International UniversityПодтвержден адрес электронной почты в домене fiu.edu
