| Power law model to predict creep movement and creep failure G Bi, JL Briaud, M Sanchez, MM Kharanaghi Journal of Geotechnical and Geoenvironmental Engineering 145 (9), 04019044, 2019 | 17 | 2019 |
| A Power Law Model for Time Dependent Behavior of Soils G Bi Texas A&M University, 2015 | 14 | 2015 |
| 一种边坡多滑动面搜索的新方法 毕港， 陈征宙， 姜玉平， 黄彬彬 水文地质工程地质 38 (6), 24-28, 2011 | 14 | 2011 |
| Creep in primary consolidation with rate of loading approach G Bi, S Ni, D Wang, Y Chen, J Wei, W Gong Scientific reports 9 (1), 8992, 2019 | 8 | 2019 |
| 基于极限分析法的边坡临界高度及稳定性研究 姜玉平， 陈征宙， 毕港， 蒋鑫 水文地质工程地质 39 (2), 43-46, 2012 | 7 | 2012 |
| An examination of creep failure criterion based on a strain threshold identified with a power law model G Bi, Z Li, Q Wang, D Jiang Mechanics of Time-Dependent Materials, 1-15, 2022 | 6 | 2022 |
| 一种改进的斜支撑体系支护某超大深基坑的变形分析 刘裕华， 陈征宙， 毕港 防灾减灾工程学报 31 (1), 38-43, 2011 | 6 | 2011 |
| A preliminary study of the application of the strain-self-sensing smart geogrid rib in expansive soils G Bi, S Yang, Y Wu, Y Sun, H Xu, B Zhu, C Huang, S Cao Geotextiles and Geomembranes 51 (1), 275-281, 2023 | 4 | 2023 |
| Generalized stress field in granular soils heap with Rayleigh–Ritz method G Bi Journal of Rock Mechanics and Geotechnical Engineering 9 (1), 135-149, 2017 | 4 | 2017 |
| 平面滑动型边坡极限倾角的研究 缪世贤， 陈征宙， 张明瑞， 毕港 岩土工程学报 33 (1), 93-97, 2011 | 4 | 2011 |
| Creep behavior of cohesive soils associated with different plasticity indexes G Bi, C Ren, H Xu, D Jiang Environmental Earth Sciences 81 (5), 151, 2022 | 3 | 2022 |
| Reanalysis long-term settlement of San Jacinto Monument with a power law model G Bi, Z Li, D Jiang, Y Xiao, Y Chen, Y Ge, R Qian, S Lu Environmental earth sciences 78 (24), 717, 2019 | 3 | 2019 |
| Creep behavior of soil nail walls in high plasticity index (PI) soils: technical report. M Sanchez, JL Briaud, S Hurlebaus, MM Kharanaghi, G Bi Texas A&M Transportation Institute, 2017 | 3 | 2017 |
| 基于瑞利-里兹法的岩土三棱柱堆积体的基底应力分布的研究 毕港， 韦健飞， 周蕾 岩土力学 35 (3), 705-709, 2014 | 2 | 2014 |
| Stress Monitoring of Segment Structure during the Construction of the Small-Diameter Shield Tunnel L Ding, YJ Sun, WZ Zhang, G Bi, HZ Xu Sensors 23 (19), 8023, 2023 | 1 | 2023 |
| Creep behavior of soil nails in the high-PI clay G Bi, T Liu, M Wang, H Xu, Y Sun Arabian Journal of Geosciences 16 (5), 310, 2023 | 1 | 2023 |
| New interpretation of creep behavior of sand with load tests on spread footings T Qian, G Bi, S Yang, H Xu, Y Wu, Y Sun Arabian Journal of Geosciences 15 (23), 1700, 2022 | 1 | 2022 |
| Closed-form solution of critical inclination for rock slope with weak plane G Bi Geotechnical and Geological Engineering 39 (6), 4143-4155, 2021 | 1 | 2021 |
| Creep Behavior of Soil Nails in High Plasticity Clay under Various Load Level MM Kharanaghi, M Sanchez, JL Briaud, G Bi PanAm Unsaturated Soils 2017, 38-48, 2018 | 1 | 2018 |
| Interaction between drilled shaft and mechanically stabilized earth (MSE) wall: technical report. JL Briaud, M Sanchez, M Aghahadi, G Bi, J Huang Texas A&M Transportation Institute, 2017 | 1 | 2017 |
