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Antonio Marinucci

Rozbeh Moghaddam

Vahid Taghikhani

Moghaddam, R. B., & Hannigan, P. J. (2020). Equivalent Top Loading Curve Extrapolations and Their Impact on the Resistance Factor Calibration. In Geo-Congress 2020: Foundations, Soil Improvement, and Erosion (pp. 92-103). Reston, VA: American Society of Civil Engineers

Komurka, V. E., & Moghaddam, R. B. (2020). The Incremental Rigidity Method—More Direct Conversion of Strain to Internal Force in an Instrumented Static Loading Test. In Geo-Congress 2020: Foundations, Soil Improvement, and Erosion (pp. 124-134). Reston, VA: American Society of Civil Engineers

Komurka, V. E., & Robertson, S. (2020) Results and Lessons Learned from Converting Strain to Internal Force in Instrumented Static Loading Tests Using the Incremental Rigidity Method

Moghaddam, R.B. (2019) Empirical Assessment of Base Material for a Drilled Pipe Pile. The Deep Foundation Magazine, Mar-Apr Edition, pp.75-78

Moghaddam, R. B., Belardo, D., Piscsalko, G., & Likins, G. (2019). Quality Control of Drilled Foundations for Base Cleanliness, Concrete Integrity, and Geometry. In 10th International Conference on Stress Wave Theory and Testing Methods for Deep Foundations. ASTM International.

Moghaddam, R.B., Hannigan P., Rausche F., (2019) Large Diameter Open-End Pipe Pile Driveability Analysis Including Geotechnical Friction Fatigue, The Deep Foundation Institute pp. 749-760

Moghaddam, R. B., & Komurka, V. E. (2019, March). Modulus of Elasticity Impact on Equivalent Top-Loading Curves from Bi-Directional Static Load Tests. In Geo-Congress 2019: Foundations (pp. 178-188). Reston, VA: American Society of Civil Engineers

Hannigan, P. J., & Moghaddam, R. B. (2019). Use and Comparison of New QA/QC Technologies in a Test Shaft. In International Congress and Exhibition" Sustainable Civil Infrastructures” (pp. 64-87). Springer, Cham

Hannigan P.J., Ryberg A., Moghaddam R.B., (2019) Identification and Quantification of Pile Relaxation, The Deep Foundation Institute, pp. 705-716

Moghaddam, R. B., Hannigan, P. J., & Anderson, K. (2018). Quantitative Assessment of Drilled Shafts Base-Cleanliness Using the Shaft Quantitative Inspection Device (SQUID). In IFCEE 2018 (pp. 575-588)

Moghaddam, R. B., Jayawickrama, P. W., Lawson, W. D., Surles, J. G., & Seo, H. (2018). Texas Cone Penetrometer Foundation Design Method: Qualitative and Quantitative Assessment. DFI Journal-The Journal of the Deep Foundations Institute, 12(2), 69-80

Moghaddam, R.B., Veslegard G., Hannigan P., Rasuche F., (2018) Foundation Base Material Strength Assessment for Drilled Pipe Piles Using Force and Displacement Data, Deep Foundation Institute pp. 270-279

Lawson, W. D., Terrell, E. O., Surles, J. G., Moghaddam, R. B., Seo, H., & Jayawickrama, P. W. (2018). Correlation of Texas cone penetration and standard penetration test N-Values. In IFCEE 2015

Lawson, W. D., Terrell, E. O., Surles, J. G., Moghaddam, R. B., Seo, H., & Jayawickrama, P. W. (2018). Side-by-Side Correlation of Texas Cone Penetration and Standard Penetration Test Blowcount Values. Geotechnical and Geological Engineering, 36(5), 2769-2787

Seo H., Moghaddam, R. B., Jayawickrama, P. W., Lawson, W. D., and Surles, J. G. (2018) LRFD Resistance Factors for Design of Driven Piles Using the Texas Cone Penetration (TCP) Test, The Deep Foundation Institute, pp. 66-75

Moghaddam, R. B., & Jayawickrama, P. W. (2017). General Bearing Capacity Theory and Soil Extraction Method for the Mitigation of Differential Settlements. In Geotechnical Frontiers 2017 (pp. 314-323).

Moghaddam, R. B., Lawson, W. D., Surles, J. G., Seo, H., & Jayawickrama, P. W. (2017). Hammer Efficiency and Correction Factors for the TxDOT Texas Cone Penetration Test. Geotechnical and Geological Engineering, 35(5), 2147-2162

Moghaddam, R. B., Rausche F., Hannigan P., (2017) Friction Fatigue And Driveability Analysis Of Open-Ended Pipe Piles Based On Cone Penetration Testing Results, The Deep Foundation Institute pp. 468-480

Moghaddam, R. B., & Jayawickrama, P. W. (2016) Use of Sub-Excavation Method for Foundation Remediation; A Case Study, Colombo, Sri Lanka

Moghaddam, R. B., Lopez, C. Y., & Jayawickrama, P. W. (2016). Feasibility of a Diaphragm Wall with Post-Tensioned Anchors in Non-Controlled Fill Material. In Geotechnical and Structural Engineering Congress 2016 (pp. 416-427)

Seo, H., Moghaddam, R. B., & Lawson, W. D. (2016). Assessment of Methods for Construction of an Equivalent Top Loading Curve from O-Cell Test Data. Soils and Foundations, 56(5), 889-903

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