Martin D. Liu
- Modeling Compression Behavior of Structured Geomaterials. In: International Journal of Geomechanics, v. 3, n. 2 (Dezember 2003). (2003):
- Sydney Soil Model. I: Theoretical Formulation. In: International Journal of Geomechanics, v. 11, n. 3 (Juni 2011). (2011):
- General Strength Criterion for Geomaterials Including Anisotropic Effect. In: International Journal of Geomechanics, v. 11, n. 3 (Juni 2011). (2011):
- Sydney Soil Model. II: Experimental Validation. In: International Journal of Geomechanics, v. 11, n. 3 (Juni 2011). (2011):
- 1D Constitutive Model for Expansive Soils. In: International Journal of Geomechanics, v. 21, n. 3 (März 2021). (2021):
- A mathematical function to represent S-shaped relationships for geotechnical applications. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 166, n. 3 (Juni 2013). (2013):
- Modeling compression behavior of cement-treated zinc-contaminated clayey soils. In: Soils and Foundations, v. 54, n. 5 (Oktober 2014). (2014):
- Marginal lateritic soil/crushed slag blends as an engineering fill material. In: Soils and Foundations, v. 58, n. 3 (Juni 2018). (2018):
- Methods of vacuum consolidation and their deformation analyses. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 167, n. 1 (Februar 2014). (2014):
- Variations in strength of lime-treated soft clays. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 165, n. 4 (November 2012). (2012):
- Physical, Hydraulic, and Mechanical Properties of Clayey Soil Stabilized by Lightweight Alkali-Activated Slag Geopolymer. In: Journal of Materials in Civil Engineering (ASCE), v. 29, n. 2 (Februar 2017). (2017):
- Finite element analysis of the non-uniform behavior of structured clay under shear. In: KSCE Journal of Civil Engineering, v. 20, n. 4 (Dezember 2014). (2014):