Jianbing Peng
- Analysis of Rainfall-Caused Seepage into Underlying Bedrock Slope Based on Seepage Deformation Coupling. Dans: International Journal of Geomechanics, v. 24, n. 5 (mai 2024). (2024):
- Model test study on the mechanical response of metro tunnel to land subsidence. Dans: Tunnelling and Underground Space Technology, v. 140 (octobre 2023). (2023):
- Model test of prefabricated underground utility tunnel crossing active ground fissures. Dans: Tunnelling and Underground Space Technology, v. 140 (octobre 2023). (2023):
- Deep-seated toppling deformations at the dam site of the Miaowei Hydropower Station, Southwest China. Dans: Engineering Geology, v. 303 (juin 2022). (2022):
- Failure Mechanism of an Underground Metro Tunnel Intersecting Steep Ground Fissure at Low Angle. Dans: International Journal of Geomechanics, v. 17, n. 5 (mai 2017). (2017):
- Seismic response of loess-mudstone slope with bedding fault zone. Dans: Soil Dynamics and Earthquake Engineering, v. 123 (août 2019). (2019):
- Experimental study of a segmented metro tunnel in a ground fissure area. Dans: Soil Dynamics and Earthquake Engineering, v. 100 (septembre 2017). (2017):
- Experimental study of two saturated natural soils and their saturated remoulded soils under three consolidated undrained stress paths. Dans: Frontiers of Architecture and Civil Engineering in China, v. 5, n. 2 (mai 2011). (2011):
- Dynamic characteristics research of a ground fissure site at Xi'an, China. Dans: Tunnelling and Underground Space Technology, v. 82 (décembre 2018). (2018):