H. L. Liu
- Investigations into mechanical properties of 50 and 70 mm thick high strength S690 butt-welded sections. In: Engineering Structures, v. 314 (September 2024). (2024):
- Research on Wave Dissipation and Energy Absorption Characteristics of Different Boundary Materials Under Static–Dynamic Coupling Loading. In: International Journal of Structural Stability and Dynamics, v. 23, n. 13 (Februar 2023). (2023):
- Performance of a Geogrid-Reinforced and Pile-Supported Highway Embankment over Soft Clay: Case Study. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 133, n. 12 (Dezember 2007). (2007):
- Soft computing approach for prediction of surface settlement induced by earth pressure balance shield tunneling. In: Underground Space, v. 6, n. 4 (August 2021). (2021):
- Pipe pile installation effects in soft clay. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 159, n. 4 (Oktober 2006). (2006):
- Development of moment-curvature analysis software for arbitrary reinforced concrete section. Vorgetragen bei: 5th International Conference on Civil Engineering and Urban Planning (CEUP2016), Xi'an, China, 23 – 26 August 2016. :
- Critical Issues in Seismic Design of North Branch Main Bridge of Xiamen-Zhangzhou Cross-Sea Bridge. Vorgetragen bei: 5th International Conference on Civil Engineering and Urban Planning (CEUP2016), Xi'an, China, 23 – 26 August 2016. :
- The contribution of the subsoil in a reinforced piled embankment. In: European Journal of Environmental and Civil Engineering, v. 17, n. 1 (Januar 2013). (2013):
- Elastic Analysis of a Pile Rectangular Cross Section Under Lateral Load. In: Soil Mechanics and Foundation Engineering, v. 51, n. 3 (Juli 2014). (2014):
- effects of existing horseshoe-shaped tunnel sizes on circular crossing tunnel interactions: Three-dimensional numerical analyses. In: Tunnelling and Underground Space Technology, v. 77 (Juli 2018). (2018):
- Seepage–stress coupled analysis on anisotropic characteristics of the fractured rock mass around roadway. In: Tunnelling and Underground Space Technology, v. 43 (Juli 2014). (2014):
- A Closed-Form Solution for the Limit Pressure of Cylindrical Cavity Expansion in Anisotropic Clay. In: Soil Mechanics and Foundation Engineering, v. 53, n. 5 (November 2016). (2016):