Radoslaw L. Michalowski
- Three-Dimensional Limit Analysis of Slopes with Pore Pressure. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 139, n. 9 (September 2013). (2013):
- Stability Charts for 3D Failures of Steep Slopes Subjected to Seismic Excitation. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 137, n. 2 (February 2011). (2011):
- Limit Analysis and Stability Charts for 3D Slope Failures. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 136, n. 4 (April 2010). (2010):
- Stability Charts for Uniform Slopes. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 128, n. 4 (April 2002). (2002):
- Limit Loads on Reinforced Foundation Soils. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 130, n. 4 (April 2004). (2004):
- Triaxial Compression of Sand Reinforced with Fibers. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 129, n. 2 (February 2003). (2003):
- Bearing Capacity of Footings over Two-Layer Foundation Soils. In: Journal of Geotechnical Engineering (ASCE), v. 121, n. 5 (May 1995). (1995):
- Limit Analysis of Weak Layers under Embankments. In: Soils and Foundations, v. 33, n. 1 (March 1993). (1993):
- An Estimate of the Influence of Soil Weight on Bearing Capacity Using Limit Analysis. In: Soils and Foundations, v. 37, n. 4 (December 1997). (1997):
- Non-Symmetrical Limit Loads on Strip Footings. In: Soils and Foundations, v. 38, n. 4 (December 1998). (1998):
- A cone surface in three-dimensional analyses of slopes with tension cut-off. In: Geotechnical Research, v. 5, n. 2 (June 2018). (2018):
- Limit Stress for Granular Composites Reinforced with Continuous Filaments. In: Journal of Engineering Mechanics (ASCE), v. 123, n. 8 (August 1997). (1997):
- Failure of Unidirectionally Reinforced Composites with Frictional Matrix. In: Journal of Engineering Mechanics (ASCE), v. 122, n. 11 (November 1996). (1996):
- Performance and damage evolution of plain and fibre-reinforced segmental concrete pipelines subjected to transverse permanent ground displacement. In: Structure and Infrastructure Engineering, v. 14, n. 2 (August 2018). (2018):