Improved longitudinal joint details in decked bulb tees for accelerated bridge construction: Concept development L Li, Z Ma, ME Griffey, RG Oesterle Journal of Bridge Engineering 15 (3), 327-336, 2010 | 102 | 2010 |
Improved longitudinal joint details in decked bulb tees for accelerated bridge construction: Fatigue evaluation L Li, ZJ Ma, RG Oesterle Journal of Bridge Engineering 15 (5), 511-522, 2010 | 58 | 2010 |
Flexural Behavior and Strut-and-tie Model of Joints with headed bar details Connecting Precast Members L Li, Z Jiang Perspectives in Science 7, 253-260, 2016 | 27 | 2016 |
Effect of intermediate diaphragms on decked bulb-tee bridge system for accelerated construction L Li, Z John Ma Journal of Bridge Engineering 15 (6), 715-722, 2010 | 17 | 2010 |
Cycling tests of a fibre-reinforced polymer honeycomb sandwich deck panel at very cold temperatures Z Ma, U Choppali, L Li International Journal of Materials and Product Technology 28 (1-2), 178-197, 2007 | 11 | 2007 |
Development of strut-and-tie model and design guidelines for improved joint in decked bulb-tee bridge L Li, Z He, ZJ Ma, L Yao Structural Engineering and Mechanics 48 (2), 221-239, 2013 | 5 | 2013 |
Simplified full-depth precast concrete deck panel systems for accelerated bridge construction ZJ Ma, Y Zhan, L Xiao, L Li, W Lu Journal of Modern Transportation 24, 251-260, 2016 | 2 | 2016 |
Development of DBT Bridge System with Continuous Joints for Accelerated Construction L Li | 1 | 2009 |