P. K. Basudhar
- A generalized procedure for predicting optimal lower bound break-out factors of strip anchors. Dans: Géotechnique, v. 44, n. 2 (juin 1994). (1994):
- Generalized Model for Geosynthetic-Reinforced Granular Fill-Soft Soil with Stone Columns. Dans: International Journal of Geomechanics, v. 7, n. 4 (juillet 2007). (2007):
- Three-Dimensional Limit-Equilibrium Stability Analyses of Slopes and Effect of Inclusion of Soil Nails. Dans: International Journal of Geomechanics, v. 17, n. 9 (septembre 2017). (2017):
- Generalized Solutions of Axially and Laterally Loaded Piles in Elasto–Plastic Soil. Dans: Soils and Foundations, v. 13, n. 4 (décembre 1973). (1973):
- Optimal Lower Bound Bearing Capacity of Strip Footings. Dans: Soils and Foundations, v. 33, n. 4 (décembre 1993). (1993):
- Generalized Stability Analysis of Embankments on Granular Piles. Dans: Soils and Foundations, v. 37, n. 4 (décembre 1997). (1997):
- The Stability of a Trapdoor. Dans: Soils and Foundations, v. 35, n. 3 (septembre 1995). (1995):
- Uplift Capacity of Pile Groups Embedded in Sands: Predictions and Performance. Dans: Soils and Foundations, v. 46, n. 5 (octobre 2006). (2006):
- Extensible geosynthetics and stone-column-reinforced soil. Dans: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 163, n. 4 (novembre 2010). (2010):
- Interface Behavior of Woven Geotextile with Rounded and Angular Particle Sand. Dans: Journal of Materials in Civil Engineering (ASCE), v. 25, n. 12 (décembre 2013). (2013):