C. F. Leung
- Revealing the bearing capacity mechanisms of a penetrating spudcan through sand overlying clay. Dans: Géotechnique, v. 58, n. 10 (décembre 2008). (2008):
- Centrifuge model study of spudcan penetration in sand overlying clay. Dans: Géotechnique, v. 60, n. 11 (novembre 2010). (2010):
- Behavior of Pile Subject to Excavation-Induced Soil Movement. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 126, n. 11 (novembre 2000). (2000):
- Behavior of Pile Groups Subject to Excavation-Induced Soil Movement in Very Soft Clay. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 135, n. 10 (octobre 2009). (2009):
- Assessment of settlement-based strain in masonry building facade due to tunneling. Dans: Computers and Geotechnics, v. 144 (avril 2022). (2022):
- Centrifuge and theoretical study on tunnel-raft interaction in clay. Dans: Tunnelling and Underground Space Technology, v. 115 (septembre 2021). (2021):
- Experimental Study of the Behavior of a Lumpy Fill of Soft Clay. Dans: International Journal of Geomechanics, v. 5, n. 2 (juin 2005). (2005):
- Performance of Field and Numerical Back-Analysis of Floating Stone Columns in Soft Clay Considering the Influence of Dilatancy. Dans: International Journal of Geomechanics, v. 18, n. 10 (octobre 2018). (2018):
- Centrifuge Model Study of Piles Socketed in Soft Rock. Dans: Soils and Foundations, v. 33, n. 3 (septembre 1993). (1993):
- Behavior of Pile Subject to Negative Skin Friction and Axial Load. Dans: Soils and Foundations, v. 44, n. 6 (décembre 2004). (2004):
- Undrained End Bearing Capacity of an Improved Soil Berm in an Excavation. Dans: Soils and Foundations, v. 48, n. 3 (juin 2008). (2008):
- Applications of Technical Reference for Deep Excavation TR26: 2010. Dans: The IES Journal Part A: Civil & Structural Engineering, v. 5, n. 3 (août 2012). (2012):
- Estimating the effects of tunnelling on existing jointed pipelines based on Winkler model. Dans: Tunnelling and Underground Space Technology, v. 86 (avril 2019). (2019):
- Observations of an Instrumented Pile-Raft Foundation in Weak Rock. Dans: Proceedings of the Institution of Civil Engineers, v. 84, n. 4 (août 1988). (1988):
- Finite element analysis of tunnel–soil–pile interaction using displacement controlled model. Dans: Tunnelling and Underground Space Technology, v. 22, n. 4 (juillet 2007). (2007):