| ۱ | Excavation-induced open-pit slope failures behaviors from microscopic insights using DEM analysis | Fan Chen,Junfeng Sun,Chaoyue Yang,Hao Xiong,Thirapong Pipatpongsa,Kun Fang | Computers And Geotechnics | 2026 |
| ۲ | Determination of the caving zone height using numerical and physical modeling based on the undercutting method, joint dip, and spacing | Behnam Alipenhani,Mehran jalilian,Abbas Majdi,Hassan Bakhshandeh Amnieh | Journal of Mininig and Environment | 2024 |
| ۳ | Failure mechanisms of block-flexural toppling: An extensive numerical study | Mohammad Seyfaddini,Mojtaba Bahaaddini,Saeed Karimi Nasab,Hossein Masoumi | Simulation Modelling Practice and Theory | 2025 |
| ۴ | Non-parametric 3D conditional DFN modeling for probabilistic stability analysis of rock wedges in open pit mine | Hibert Alexan,Mojtaba Bahaaddini,Amin Hekmatnejad,Maryam Sarmast Sakhvidi,Mohammad Saadatseresht,Hamid Zare,Mohammad Amiri Hossaini | Engineering Geology | 2025 |
| ۵ | Semianalytical Solution for Evaluating Bearing Capacity of a Footing Adjacent to a Slope | Hadi Haghgouei,Ali Reza Kargar,Mehdi Amini | International Journal of Geomechanics | 2020 |
| ۶ | A new classification of failure mechanisms at tunnels in stratified rock masses through physical and numerical modeling | Nader Moussaeia,Mostafa Sharifzadeh,Kourosh Sahriar | TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY | 2019 |
| ۷ | Physical and numerical studies of stability of soil blocks reinforced by brittle shear pins | Boonchai Ukritchon,Rithy Ouch,Thirapong Pipatpongsa | Acta Geotechnica | 2019 |
| ۸ | Investigation of Stability and Failure Mechanism of Undercut Slopes by Three-Dimensional Finite Element Analysis | Boonchai Ukritchon,Rithy Ouch,Thirapong Pipatpongsa | KSCE Journal of Civil Engineering | 2018 |
| ۹ | Experimental studies of floor slip tests on soil blocks reinforced by brittle shear pins | Boonchai Ukritchon,Rithy Ouch,Thirapong Pipatpongsa | International Journal of Geotechnical Engineering | 2017 |
| ۱۰ | Finite element analyses of the stability of a soil block reinforced by shear pins | Rithy Ouch,Boonchai Ukritchon,Thirapong Pipatpongsa | Geomechanics and Engineering | 2017 |
| ۱۱ | Experimental investigations of shear pin arrangement on soil slope resting on low interface friction plane | Rithy Ouch,Boonchai Ukritchon,Thirapong Pipatpongsa | Maejo International Journal of Science and Technology | 2016 |
| ۱۲ | Experimental and numerical study of asperity degradation in the direct shear test | Mojtaba Bahaaddini,P.C. Hagan,R. Mitra | Engineering Geology | 2016 |
| ۱۳ | مدلسازی عددی سه بعدی قوس زدگی تنش و تعیین نواحی با پتانسیل شکست در هسته سدهای خاکی در دره های تنگ (مطالعه موردی: سد رودبار لرستان) | محمدحسین خسروی,امیرحسین امینی,علی رضا کارگر,حسین بهزاد ی نژاد | مکانیک سنگ | 2025 |
| ۱۴ | بررسی توزیع فشار جانبی محرک خاک بر روی دیوار حائل صلب تحت اثر سربار یکنواخت در خاکهای یکلایه و دولایه از طریق مدلسازی فیزیکی کوچک مقیاس | محمدحسین خسروی,نگار صالحی علمداری,هوشنگ کاتبی | مهندسی عمران و محیط زیست دانشگاه تبریز | 2022 |
| ۱۵ | بررسی عددی تاثیرتزریق سیمان در کاهش نشست ناشی ار حفاری در زمین های خاکی خط 2 متروی کرج | محمدحسین خسروی,امین اسدالهی,مهدی موسوی | مهندسی معدن | 2018 |
| ۱۶ | ارائه و بررسی روش خشک اندازی همزمان با گودبرداری برای کاهش نشست حاشیه گود | محمدحسین خسروی,مهدی خسروی,سید حسین قریشی نجف آبادی | مهندسی عمران مدرس | 2017 |
| ۱۷ | Experimental study of the contact area effect on normal deformability of rock joints | Mahdi Heidari,Mojtaba Bahaaddini | Acta Geotechnica | 2026 |
| ۱۸ | Experimental study of the mechanical behavior of oriented bimrocks under diametral compression test using DIC | Reza Rostamlo-Jooshin,Mojtaba Bahaaddini | Scientific Reports | 2026 |
| ۱۹ | Analyzing time-dependent rock-concrete interaction: A solution for non-circular tunnels | Amir Alam Sayari,Ali Reza Kargar,Thirapong Pipatpongsa | Applied Mathematical Modelling | 2025 |
| ۲۰ | Assessment of discontinuities induced overbreak by tunnel advancement using discrete fracture network (Case study: Alborz Tunnel, Iran) | ,,, | Journal of Mininig and Environment | 2025 |
