D. T. Bergado
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- Undrained Shear Behavior of Cement Admixed Clay at High Water Content. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 130, n. 10 (Oktober 2004). (2004):
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- Stress-Deformation Behavior Under Anisotropic Drained Triaxial Consolidation of Cement-Treated Soft Bangkok Clay. In: Soils and Foundations, v. 46, n. 5 (Oktober 2006). (2006):
- Behavior and Simulation of Deep Cement Mixing (DCM) and Stiffened Deep Cement Mixing (SDCM) Piles Under Full Scale Loading. In: Soils and Foundations, v. 51, n. 2 (April 2011). (2011):
- Deep soil mixing used to reduce embankment settlement. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 3, n. 4 (Oktober 1999). (1999):
- Electro-osmotic consolidation of soft Bangkok clay with prefabricated vertical drains. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 4, n. 4 (Januar 2000). (2000):
- Evaluation of silty sand as a material for sand compaction piles and applications. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 3, n. 1 (Januar 1999). (1999):
- Soft ground improvement with solar-powered drainage. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 163, n. 1 (Februar 2010). (2010):
- Lightweight recycled geomaterials reinforced with geogrids. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 163, n. 1 (Februar 2010). (2010):
- Reduction of smear effects around PVD using thermo-PVD. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 161, n. 4 (November 2008). (2008):
- Full-scale reinforced embankment on deep jet mixing improved ground. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 10, n. 4 (Oktober 2006). (2006):
- Deep-well pumping in the Bangkok Plain and its influence on ground improvement development with surcharge and vertical drains. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 9, n. 4 (Oktober 2005). (2005):
- Behaviour of a full-scale test wall reinforced with hexagonal wire mesh. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 4, n. 2 (Januar 2000). (2000):