Eng-Choon Leong
- Torsional response of pile partially embedded in fractional-order viscoelastic unsaturated transversely isotropic soil. In: Soil Dynamics and Earthquake Engineering, v. 188 (January 2025). (2025):
- Effects of critical tunnelling parameters on consolidation-associated long-term greenfield settlement due to shield tunnel in soft ground. In: Tunnelling and Underground Space Technology, v. 155 (January 2025). (2025):
- Behaviour of Clay Slurry. In: Soils and Foundations, v. 30, n. 4 (December 1990). (1990):
- Effect of hydraulic anisotropy on soil–water characteristic curve. In: Soils and Foundations, v. 56, n. 2 (April 2016). (2016):
- Effects of soil–water characteristic curve and relative permeability equations on estimation of unsaturated permeability function. In: Soils and Foundations, v. 55, n. 6 (December 2015). (2015):
- Characteristics of Scanning Curves of Two Soils. In: Soils and Foundations, v. 47, n. 1 (February 2007). (2007):
- Critical State Behavior of a Compacted Silt Specimen. In: Soils and Foundations, v. 47, n. 4 (August 2007). (2007):
- Unsaturated elasto-plastic constitutive equations for compacted kaolin under consolidated drained and shearing-infiltration conditions. In: Soils and Foundations, v. 58, n. 3 (June 2018). (2018):
- Performance of Residual Soil as Cover System for a Sanitary Landfill in Singapore. In: Journal of Performance of Constructed Facilities (ASCE), v. 31, n. 1 (February 2017). (2017):
- 1D Infiltration Behavior of Two-Layered Recycled Concrete Aggregates Using Hydrophobic Materials in a Column Apparatus. In: Journal of Materials in Civil Engineering (ASCE), v. 29, n. 8 (August 2017). (2017):