S. R. Lo
- Prediction of Undrained Monotonic and Cyclic Liquefaction Behavior of Sand with Fines Based on the Equivalent Granular State Parameter. In: International Journal of Geomechanics, v. 14, n. 2 (April 2014). (2014):
- Partial factors and non-linear ground–structure interaction. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 156, n. 1 (Januar 2003). (2003):
- Characteristic and design soil parameters: use of statistics. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 160, n. 3 (Juli 2007). (2007):
- Liquefaction of a coal ash investigated by monotonic and cyclic triaxial tests. In: Soils and Foundations, v. 59, n. 5 (Oktober 2019). (2019):
- Effect of Slip-Hardening Interface Behavior on Fiber Rupture and Crack Bridging in Fiber-Reinforced Cementitious Composites. In: Journal of Engineering Mechanics (ASCE), v. 141, n. 10 (Oktober 2015). (2015):
- Predicting onset of cyclic instability of loose sand with fines using instability curves. In: Soil Dynamics and Earthquake Engineering, v. 61, n. 61-62 (Juni 2014). (2014):
- Experimental study on crack bridging in engineered cementitious composites under fatigue tensile loading. In: Construction and Building Materials, v. 154 (November 2017). (2017):