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