By Hom Nath Gharti1, Dimitri Komatitsch2, Leah Langer1, Roland Martin3, Voker Oye4, Jeroen Tromp1, Uno Vaaland1, Zhenshen Yan5
1. Princeton University, USA 2. CNRS/University of Aix-Marseille, France 3. University of Toulouse, France 4. NORSAR, Norway 5. Institute of Remote Sensing and Digital Earth, CAS, China
Tiwari, R. C., Bhandary, N. P., Yatabe, R., (2014), "3-D Elasto-Plastic SEM Approach for Pseudo-Static Seismic Slope Stability Charts for Natural Slopes", Indian Geotechnical Journal, 44, 3: pg: 305--321, (DOI: 10.1007/s40098-013-0086-y). Cited by:
Tiwari, R. C., Bhandary, N. P., Yatabe, R., (2014), "Spectral element analysis to evaluate the stability of long and steep slopes", Acta Geotechnica, 9, 5: pg: 753--770, (DOI: 10.1007/s11440-013-0292-x). Cited by:
Gharti, H. N., Oye, V., Komatitsch, D., Tromp, J., (2012), "Simulation of multistage excavation based on a 3D spectral-element method", Computers & Structures, 100-101: pg: 54--69, (DOI: 10.1016/j.compstruc.2012.03.005). Cited by:
Gharti, H. N., Komatitsch, D., Oye, V., Martin, R., Tromp, J., (2012), "Application of an elastoplastic spectral-element method to 3D slope stability analysis", International Journal for Numerical Methods in Engineering, 91, 1: pg: 1--26, (DOI: 10.1002/nme.3374). Cited by: