References

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Moghaddam, R. B., Rausche F., and Hannigan, P. J. (2021) Top Loaded Bidirectional Testing System and Method of using the same. U.S. Patent Application No. 17/039,560

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

Marinucci A., Herrera M.A.T., Arce, M.T., (2020) Improvement of Toe Resistance of Drilled Shaft Foundations in Highly Variable Sedimentary Soils Using Smart Cells, PRE_PRINT DFI 2020

Marinucci A., Herrera M.A.T., Arce, M.T., (2020) Quality Control and Estimation of Axial Resistance by Using an Expander Body, A Large-Scale Pressuremeter, PRE_PRINT DFI 2020

Marinucci A., Mao R., (2020) Progressive Design and Production QC for Hangzhou West Railway Station Via Bi-Directional Load Testing Using Donut Super Cells, PRE_PRINT DFI 2020

Aqcheli, F., Salehi, M. B., Pahlevani, H., & Taghikhani, V. (2020). Rheological Properties and the Micromodel Investigation of Nanosilica Gel-Reinforced Preformed Particle Gels Developed for Improved Oil Recovery. Journal of Petroleum Science and Engineering, 107258.

Dastjerdi, A. M., Kargozarfard, Z., Najafi, B., Taghikhani, V., & Ayatollahi, S. (2020). Microscopic Insight into Kinetics of Inorganic Scale Deposition during Smart Water Injection Using Dynamic Quartz Crystal Microbalance and Molecular Dynamics Simulation. Industrial & Engineering Chemistry Research, 59(2), 609-619.

McElroy, P. D., Emadi, H., & Unruh, D. (2020). Permeability and Elastic Properties Assessment of Alumina Nanofiber (ANF) Cementitious Composites Under Simulated Wellbore Cyclic Pressure. Construction and Building Materials, 239, 117867.

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

Ramezanian, M., & Emadi, H. (2020). Investigating Effects of Temperature and Confining Pressure on Dynamic Elastic Properties and Permeability—An Experimental Study. Geomechanics for Energy and the Environment, 100179.

Ramezanian, M., Emadi, H., & Wang, H. (2020). Gravel-Packing Experiments with Oil-Swelling Rubber Particles. SPE Drilling & Completion.

Anya, A., Emadi, H., & Watson, M. (2019). An Empirical Model for Calculating Uniaxial Compressive Strength of Oil Well Cements from Ultrasonic Pulse Transit Time Measurements. Journal of Petroleum Science and Engineering, 183, 106387.

Elwegaa, K., & Emadi, H. (2019). Improving Oil Recovery from Shale Oil Reservoirs Using Cyclic Cold Nitrogen Injection–An Experimental Study. Fuel, 254, 115716

Elwegaa, K., Emadi, H., & Ramezanian, M. (2019). Investigating Effects of Thermal Shock Technique on Unconventional Reservoir Rock Mechanical Properties. In 53rd US Rock Mechanics/Geomechanics Symposium. American Rock Mechanics Association.

Elwegaa, K., Emadi, H., Soliman, M., Gamadi, T., & Elsharafi, M. (2019). Improving Oil Recovery from Shale Oil Reservoirs Using Cyclic Cold Carbon Dioxide Injection–An Experimental Study. Fuel, 254, 115586.

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

Li, Q., Stuedlein, A. W., & Marinucci, A. (2019). Effect of Casing and High-Strength Reinforcement on the Lateral Load Transfer Characteristics of Drilled Shaft Foundations. Journal of Geotechnical and Geoenvironmental Engineering, 145(9), 04019056.

Marinucci A., Carswell W., Nichols S., Ieronymaki E., Reid D., (2019) Design and Construction Considerations for Anchored Earth Retention Systems in Urban Environments, 4to Congreso Internacional de Fundaciones Profundas de Bolivia Santa Cruz de la Sierra, Bolivia

Marinucci A., Rathje E.M., Stoke K.H. II, (2019) Field Testing to Evaluate the Pore Pressure Response of Liquefiable Soil Treated with Earthquake Drains, 7th International Conference on Earthquake Geotechnical Engineering Roma, Italy, 17-20 June 2019

McElroy, P., Emadi, H., Surowiec, K., & Casadonte, D. J. (2019). Mechanical, Rheological, and Stability Performance of Simulated In-Situ Cured Oil Well Cement Slurries Reinforced with Alumina Nanofibers. Journal of Petroleum Science and Engineering, 183, 106415.

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., 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). 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

Bohlen W. and Brettmann T. (2018) Innovative Riverbank Erosion Control Retaining Wall System For The Brazos River, Proceedings of the 43rd Annual Conference on Deep Foundations

Brettmann, T., & Amis, T. (2018) Innovative Pile Extraction Technique Of CFA Piles For The New Harbor Bridge Project, Proceedings of the DFI-EFFC International Conference on Deep Foundations and Ground Improvement

Kabir, E., Emadi, H., Elldakli, F., & Young, M. (2018). Investigating Effects of Ball Size on the Performance of Gas Lift Valve for Both Modified and Optimized Seats. Oil & Gas Sciences and Technology–Revue d’IFP Energies nouvelles, 73, 15.

Keykhosropour, L., Lemnitzer, A., Star, L., Marinucci, A., & Keowen, S. (2018). Implementation of Soil Pressure Sensors in Large-Scale Soil-Structure Interaction Studies. Geotechnical Testing Journal, 41(4), 730-746.

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

Marinucci A., Mothersille D., (2018) Single Bore Multiple Anchor System (SBMAs) in Challenging and Variable Ground Conditions, The Deep Foundation Institute India, 8th Conference on Deep Foundation Technologies for Infrastructure Development in India IIT Gandhinagar, Gujarat, India

Marinucci A., Nichols S., Large M.E. (2018) Ensuring Performance of Tip Post-Grouted Bored Piles (Drilled Shafts) through a Comprehensive Quality Assurance Program, The Deep Foundation Institute, pp. 342-350

Marinucci, A., & Wilson, S. E. (2018, May). Steel Drilled Displacement Piles (M-Piles)–Overview and Case History. In GeoShanghai International Conference (pp. 48-58). Springer, Singapore.

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

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

Vipulanandan, C., Vembu, K., Brettmann, T., & Gattu, V. (2018). Full-Scale Field Test Study of Skin Friction Development in Sand for ACIP Piles Under Compressive and Tensile Loading Conditions for Bridge Support. In IFCEE 2018 (pp. 363-374).

Hassanpouryouzband, A., Joonaki, E., Taghikhani, V., Bozorgmehry Boozarjomehry, R., Chapoy, A., & Tohidi, B. (2017). New Two-Dimensional Particle-Scale Model to Simulate Asphaltene Deposition in Wellbores and Pipelines. Energy & Fuels, 32(3), 2661-2672.

Li, Q., Stuedlein, A. W., & Marinucci, A. (2017). Axial Load Transfer of Drilled Shaft Foundations with and without Steel Casing. DFI Journal-The Journal of the Deep Foundations Institute, 11(1), 13-29

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

Pang, Y., Soliman, M. Y., Deng, H., & Emadi, H. (2017). Analysis of Effective Porosity and Effective Permeability in Shale-Gas Reservoirs with Consideration of Gas Adsorption and Stress Effects. Spe Journal, 22(06), 1-739.

Ranjbaran, M., Shad, S., Taghikhani, V., & Ayatollahi, S. (2017). A Heuristic Insight on End-Point Calculation and a New Phase Interference Parameter in Two-Phase Relative Permeability Curves for Horizontal Fracture Flow. Transport in Porous Media, 119(3), 499-519.

Sutman, M., Olgun, G., Laloui, L., & Brettmann, T. (2017). Effect of End-Restraint Conditions on Energy Pile Behavior. In Geotechnical Frontiers 2017 (pp. 165-174).

Hosseini, A., Zare, E., Ayatollahi, S., Vargas, F. M., Chapman, W. G., Kostarelos, K., & Taghikhani, V. (2016). Electrokinetic Behavior of Asphaltene Particles. Fuel, 178, 234-242.

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

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

Brettmann T. (2015) A Low Headroom Solution, the Deep Foundation Institute Magazine, Nov/Dec 2015, pp. 91-94

Brettmann T. (2015) Drilled Shafts Providing the Solid Support Needed for the Houston Ship Channel Bridge, Foundation Drilling Magazine, Feb/Mar 2019, pp. 34-45

Brettmann T. (2015) Innovative Ground Improvement Solutions for ASTs on Soft Soils, Tank Storage Magazine, March/April 2015, pp. 129-130

Brettmann T., Leary J., Endley S., and Valluru S. (2015) Comparison Of Load Test Results Between ACIP Piles Installed In Sand In Pre-Drilled Holes Versus Conventional Installation, Proceedings of the 40th Annual Conference of the Deep Foundations Institute, Oakland, CA, October 2015

Loveridge, F. A., Olgun, C. G., Brettmann, T., & Powrie, W. (2015). Group Thermal Response Testing for Energy Piles.

Marinucci, A., & Chiarabelli, M. (2015). The Use of Displacement Piling Technology in Soft Soil Conditions. In SMIG-DFI Conference, Mexico City, Mexico.

Ehtesabi, H., Ahadian, M. M., Taghikhani, V., & Ghazanfari, M. H. (2014). Enhanced Heavy Oil Recovery in Sandstone Cores Using TiO2 Nanofluids. Energy & Fuels, 28(1), 423-430.

Tavakkoli, M., Panuganti, S. R., Taghikhani, V., Pishvaie, M. R., & Chapman, W. G. (2014). Asphaltene Deposition in Different Depositing Environments: Part 2. Real oil. Energy & fuels, 28(6), 3594-3603.

Tavakkoli, M., Panuganti, S. R., Taghikhani, V., Pishvaie, M. R., & Chapman, W. G. (2014). Understanding the Polydisperse Behavior of Asphaltenes During Precipitation. Fuel, 117, 206-217.

Tavakkoli, M., Panuganti, S. R., Vargas, F. M., Taghikhani, V., Pishvaie, M. R., & Chapman, W. G. (2014). Asphaltene Deposition in Different Depositing Environments: Part 1. Model oil. Energy & fuels, 28(3), 1617-1628.

Brettmann T. (2015) Extracted ACIP Pile for the New Harbor Bridge, the Deep Foundation Institute Magazine, Sep/Oct 2018, pp. 97-99

Jafari Behbahani, T., Ghotbi, C., Taghikhani, V., & Shahrabadi, A. (2013). Asphaltene Deposition Under Dynamic Conditions in Porous Media: Theoretical and Experimental Investigation. Energy & fuels, 27(2), 622-639.

Loehr, J. E., Marinucci, A., Duffy, P. H., Gomez, J., Robinson, H., Day, T., … & Cadden, A. (2017). Evaluation and Guidance Development for Post-Grouted Drilled Shafts for Highways (No. FHWA-HIF-17-024). United States. Federal Highway Administration. Office of Bridges and Structures.

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)

Brettmann, T., & Amis, T. (2011). Thermal Conductivity Evaluation of a Pile Group Using Geothermal Energy Piles. In Geo-Frontiers 2011: Advances in Geotechnical Engineering (pp. 499-508).

Brettmann, T., Amis, T., & Kapps, M. (2010, May). Thermal Conductivity Analysis of Geothermal Energy Piles. In Proceedings of the 2010 Geotechnical Challenges in Urban Regeneration Conference, London, UK (pp. 26-28).