Papers
See updated list
[J24] Ahmadi, H., Salah, A., Manalo, A., Dixon, P.G., Karunasena, W., Tien, C.M.T., Kiriella, S., O’Rourke, T.D., & Wham, B.P. (2024). "Linear and nonlinear axial behaviour of internal replacement pipe systems for pipeline rehabilitation". Structure and Infrastructure Engineering, (May), 1–33.
[J23] Bessette, C., Brito, L., Dashti, S., Liel, A.B., & Wham, B.P. (2024). "Development of dynamic centrifuge models for measurement and visualization of deformation mechanisms in liquefiable soils". Soil Dynamics and Earthquake Engineering, 181(Sept. 2023), 108651.
[J22] Ahmadi, H., Manalo, A., Dixon, P.G., Salah, A., Karunasena, W., Tien, C.M.T., Kiriella, S., O’Rourke, T.D. & Wham, B.P. (2024). "Temperature change-induced linear and nonlinear axial responses of internal replacement pipe (IRP) systems for pipeline rehabilitation incorporating the effects of soil friction". Structures. 62(March), 106247.
[J21] Kiriella, S., Manalo, A., Tien, C.M.T., Ahmadi, H., Dixon, P.G., Karunasena, W., Salah, A., & Wham, B.P. (2024). Bending fatigue behaviour of internal replacement pipe systems. Composite Structures, 331, 117910.
[J20] Madabhushi, S.S.C., Hruby, J., & Wham, B.P. (2023). Experimentally investigating the influence of changing payload stiffness on outer loop iterative learning control strategies with shaking table tests. Journal of Vibration and Control.
[J19] Kiriella, S., Manalo, A., Tien, C.M.T., Ahmadi, H., Wham, B.P., Salah, A., Tafsirojjaman, T., Karunasena, W., Dixon, P., O’Rourke, T.D., (2023). Lateral deformation behaviour of structural internal replacement pipe repair systems. Compos. Struct. 319, 117144.
[J18] Metz, A.J., Fischer, E.C.,& Wham, B.P. (2023). Behavior of Service Lateral Pipes during Wildfires: Testing Methodologies and Impact on Drinking Water Contamination. ACS ES&T Water..
[J17] Whelton+, A.J., Seidel, C., Wham, B.P., Fischer, E.C., Isaacson, K., Jankowski, C., MacArthur, N., McKenna, E. Ley, C. (2023). "The Marshall Fire: Scientific and Policy Needs for Water System Disaster Response". AWWA Water Science. 5(1), 1–21..(open access)
[J16] Dixon, P., Tafsirojjaman, T., Klingaman, J., Hubler, M.H., Dashti, S., O’Rourke, T.D., Farrag, K., Manalo, A., & Wham, B.P. (2023). “State-of-the-art Review of Performance Objectives for Legacy Gas Pipelines with Pipe-in-Pipe Rehabilitation Technologies” Journal of Pipeline Systems and Engineering Practice, 14(2), 1–13..
[J15] Tien, C.M.T, Manalo, A., Kiriella, S., Karunasena, W., Dixon, P., & Wham, B.P.(2023). “Effects of the legacy pipe ends on the behaviour of pipe-in-pipe repair systems under internal pressure” Engineering Failure Analysis, 144(Nov. 2022), 106957..
[J14] Tafsirojjaman, T., Manalo, A., Tri Tien, C.M., Wham, B.P., Salah, A., Kiriella, S., Karunasena, W., Dixon, P. (2022). “Analysis of failure modes in pipe-in-pipe repair systems for water and gas pipelines” Engineering Failure Analysis, 140(June), 106510. .
[J13] Richter, E.G., Metz, A., Fischer, E.C., Wham, B.P. (2022). Simulation of Heat Transfer Through Soil for the Investigation of Wildfire Impacts on Buried Pipelines. Fire Technology, 58(4), 1889-1915.
[J12+] Banushi, G. & Wham, B.P. (2021). Deformation Capacity of Buried Hybrid-Segmented Pipelines under Longitudinal Permanent Ground Deformation. Canadian Geotechnical Journal, cgj-2020-0049.. [+Awarded Editor’s Choice: ]
[J11] Tiznado, J.C., Dashti, S., Ledezma, C. Wham, B.P. & Badanagki, M. (2020). Performance of Embankments on Liquefiable Soils Improved with Dense Granular Columns: Observations from Case Histories and Centrifuge Experiments. ASCE Journal of Geotechnical and Geoenvironmental Engineering, 146(9), 04020073..
[J10] Wham, B.P., & Davis, C.A. (2019). Buried Continuous and Segmented Pipelines Subjected to Longitudinal Permanent Ground Deformation. ASCE Journal of Pipeline Systems Engineering and Practice, Vol.10(4)..
[J9] Lin, T.H., Wu, Y., Soga, K., Wham, B.P., Pariya-Ekkasut, C., Berger, B., O’Rourke, T.D. (2019). Buried Wireless Sensor Networks for Monitoring Pipeline Joint Leakage Caused by Large Ground Movements. ASCE Journal of Pipeline Systems Engineering and Practice. Vol.10(4)..
[J8] Argyrou, C., O’Rourke, T. D., Stewart, H.E., Wham, B.P. (2019). Large-Scale Fault Rupture Tests on Pipelines Reinforced with Cured-In-Place Linings. ASCE Journal of Geotechnical and Geoenvironmental Engineering. Vol.145(3)..
[J7] Kayen, R., Kokusho, T., Hazarika, H., Dashti, S., Calderon, J.R., Franke, K., Oettle, N.K., Wham, B.P., Louis-Kayen G.P., Sitar, R., & Louis-Kayen, N.M. (2018). Geotechnical extreme-event reconnaissance (GEER) investigation to the 2016 Mw 6.0, M w 6.2 and M w 7.0 Kumamoto Japan Earthquakes. Lowland Technology Intl. Journal: Special Ed. on 2016 Kumamoto Earthquake. Vol.19(4), 267-274.
[J6] Wham, B.P., Dashti, S., Franke, K.W, Kayen, R., Oettle, N.K. (2017). Water Supply Damage Caused by the 2016 Kumamoto Earthquake. Lowland Technology Intl. Journal: Special Ed. on 2016 Kumamoto Earthquake. Vol.19(3), 165-174.
[J5] Wham, B.P., Argyrou, C., O’Rourke, T.D. (2017). Jointed Pipeline Response to Tunneling Induced Ground Deformation. Canadian Geotechnical Journal: Special Issue on Pipeline Geotechnics. Vol.53(11)..
[J4+] Wham, B.P., Argyrou, C., O’Rourke, T.D., Stewart, H.E., Bond, T.K. (2017) PVCO Pipeline Performance Under Large Ground Deformation. ASME Journal of Pressure Vessel Technology. Vol.139(1). [+recipient of 2017 G.E.O Widera Literature Award for Outstanding Technical Paper]
[J3] Kayen, R., Dashti, S., Kokusho, T., Hazarika, H., Franke, K., Oettle, N.K., Wham, B.P., Calderon, J.R. (2016). GEER Reconnaissance of the 2016 Kumamoto Earthquakes. JSCE Journal of Disaster FactSheets.
[J2] Wham, B.P., & O’Rourke, T.D. (2015). Jointed Pipeline Response to Large Ground Deformation. ASCE Journal of Pipeline Systems Engineering and Practice. Vol.7(1).
[J1] Zhong, Z., Aref. A., Bouziou, D., Wham, B.P., Filiatrault, A., O'Rourke, T. D., Stewart, H. E. (2014). Seismic Testing of Critical Lifelines Rehabilitated with Cured in Place Pipeline Lining Technology. Journal of Earthquake Engineering. Vol.18(6).Wham, B.P., Anderson, D.K., & Ihnotic, C.R. (2020). "Experimental Assessment of Pipeline Connection Response to Transverse Loading". Proc., Pipelines 2020. San Antonio: American Society of Civil Engineers (ASCE). (accepted)
- Badanagki, M.,Dashti, S.,Paramasivam, B.,Tiznado, J.C.(2019)."How Do Granular Columns Affect the Seismic Performance of Non-Uniform Liquefiable Sites and Their Overlying Structures?"Soil Dynamics and Earthquake Engineering, 125.
- Kirkwood, P., andDashti, S.(2019). “Influence of Prefabricated Vertical Drains on the Seismic Performance of Similar Neighboring Structures Founded on Liquefiable Deposits,”Geotechnique,DOI:.
- Ramirez, J., Barrero, A., Chen, L.,Dashti, S., Ghofrani, A., Taiebat, M., Arduino, P. (2018). “Site Response in a Layered Liquefiable Deposit: Evaluation of Different Numerical Tools and Methodologies with Centrifuge Experimental Results,”ASCE Journal of Geotechnical and GeoEnvironmental Engineering, 144(10),.
- Badanagki, M.,Dashti, S.,Kirkwood, P.(2018). “An Experimental Study of the Influence of Dense Granular Columns on the Performance of Level and Gently Sloping Liquefiable Sites,”ASCE Journal of Geotechnical and GeoEnvironmental Engineering, 144(9),.
- Kirkwood, P., andDashti, S.(2018). “A Centrifuge Study of Seismic Structure-Soil-Structure Interaction on Liquefiable Ground and the Implications for Structural Performance,”Earthquake Spectra, 34(3), 1-22, DOI: 10.1193/052417EQS095M.
- Kirkwood, P., andDashti, S.(2018). “Considerations for Mitigation of Earthquake-Induced Soil Liquefaction in Urban Environments,”ASCE Journal of Geotechnical and GeoEnvironmental Engineering, 144(10), DOI: 10.1061/(ASCE)GT.1943-5606.0001936.
- Esmaeilzadeh, E., Jeong, C.,Dashti, S.,Hushmand, A., Taciroglu, E. (2018). “Seismic response of buried reservoir structures: a comparison of numerical simulations with centrifuge experiments,”Soil Dynamics and Earthquake Engineering, 109, 89-101, DOI.
- Li, P.,Dashti, S.,Badanagki, M.,Kirkwood, P.(2018). "Evaluating 2-D Numerical Simulations of Dense Granular Columns in Level and Gently Sloping Liquefiable Sites using Centrifuge Experiments,"Soil Dynamics and Earthquake Engineering, 110, 232-243.
- Hushmand, A.,Dashti, S.,Davis, C., McCartney, J.S. Hushmand, B. (2016). “A Centrifuge Study of the Influence of Site Response, Relative Stiffness, and Kinematic Constraints on the Seismic Performance of Buried Reservoir Structures,”Soil Dynamics and Earthquake Engineering Journal, 88, 427-438.
- Hushmand, A.,Dashti, S., Davis, C., Hushmand, B., McCartney, J.,Hu, J., Lee, Y. (2016). “Seismic Performance of Underground Reservoir Structures: Insight from Centrifuge Modeling on the Influence of Backfill Soil Type and Geometry,”Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 04016058.
- Dashti, S.,Hashash, Y.,Gillis, K.,Musgrove, M., and Walker, M. (2016). “Development of Dynamic Centrifuge Models of Underground Structures near Tall Buildings,”Soil Dynamics and Earthquake Engineering Journal, 86, 89-105.
- Deng, Y.H.,Dashti, S.,Hushmand, A., Davis, C., Hushmand, B (2016). “Seismic Response of Underground Reservoir Structures in Sand: Evaluation of Numerical Simulations using Centrifuge Experiments,”Soil Dynamics and Earthquake Engineering Journal, 85, 202-216.
- Hushmand, A.,Dashti, S.,Davis, C., Hushmand, B., Zhang, M., Ghayoomi, M., McCartney, J., Lee, Y., Hu, J. (2016). “Seismic Performance of Underground Reservoir Structures: Insight from Centrifuge Modeling on the Influence of Structure Stiffness,”Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 10.1061/(ASCE)GT.1943-5606.0001477.
- Hashash, Y.,Dashti, S.,Romero Arduz, M.I.,Ghayoomi, M.(2015). “Evaluation of 1-D Seismic Site Response Modeling of Sand using Centrifuge Experiments,”Soil Dynamics and Earthquake Engineering Journal,78, 19-31.
- L. Li, Y. Zhang, M. H. Hubler, Y. Xi*, “Experimental Study on Nanoparticle Injection by Using a Lab-scale Wellbore System”Cement and Concrete Composites, 2022.
- M. H. Hubler* and Z. Alquraini, “Working with Randomness: A Perspective on Using Spatial Statistics to Engineer the Mechanics of Heterogenous Materials,”Mechanics Research Communications, 2021.
- L. Li, Y. Zhang, M. H. Hubler, and Y. Xi*, “Experimental Study on Nanoparticle Injection Technology for Remediating Leaks of Gas Storage and Transportation,”Journal of Petroleum Science and Engineering, 2021.
- L. Li, M. Abdelrahman, M. H. Hubler, Y. Xi*, “Numerical Modeling of the Injection of Nanoparticles in Saturated Cementitious Material by Electromigration,”Journal of Engineering Mechanics, 2021.
- J. Qiu, J. Artier, S. M. Cook, W. V. Srubar III, J. C. Cameron*, M. H. Hubler*, “Engineering Living Building Materials (LBMs) towards Enhanced Bacterial Viability and Mechanical Properties,”iScience, 2021.
- L. Li, M. H. Hubler, and Y. Xi*, “Theoretical Modeling on Chemical Composition and Mechanical Properties of Well Cement under Carbonation Reactions,”Journal of Cleaner Production, 2020.
- M. H. Hubler*, S. Al Wakeel, and B. Wang, “Improving Concrete Toughness by Aggregate Arrangement,”RILEM Technical Letters, 5, 2020.
- Y. Zhang, L. Li, Y. Xi, and M. H. Hubler*, “Experimental and theoretical study of the restrained shrinkage cracking of early age well cement,”Construction and Building Materials, 11, 2020.
- Y. Zhang and M. H. Hubler*, “The role of early drying cracks in the shrinkage size effect of cement paste,”Journal of Engineering Mechanics, 2020.
- L. Li, M. H. Hubler, and Y. Xi*, “Modelling the Corrosion of Steel Casing and the Damage of Well Cement in a Borehole System,”Construction and Building Materials, 259, 119701. 2020.
- C. M. Heveran, S. L. Williams, J. Qiu, J. Artier, M. H. Hubler, S. M. Cook, J. C. Cameron, and W. V. Srubar III*, “Biomineralization and Successive Regeneration of Engineered Living Building Materials.”Matter, 2 (2), 481-494. 2020.
- P. S. Baqué and M. H. Hubler*, “Particle spatial arrangement metrics for near-crack-tip stress,”Theoretical and Applied Fracture Mechanics, 104, 102386. 2019.
- C. M. Heveran*, L. Liang, A. Nagarajan, M. H. Hubler, R. Gill, R, J. Cameron, S. M. Cook, and W. V. Srubar, “Engineered Ureolytic Microorganisms Can Tailor the Morphology and Nanomechanical Properties of Microbial-Precipitated Calcium Carbonate.”Scientific Reports,9, 1-13. 2019.
- L. D. Montoya*, H. K. Gadde, W. M. Champion, N. Li, and M. H. Hubler. “PM2.5 generated during rapid failure of fiber-reinforced concrete induces TNF-alpha response in macrophages.”Science of The Total Environment,690, 209-216. 2019.
- S. Al Wakeel, J. Němeček, L. Li, Y. Xi, and M. H. Hubler*. “The effect of introducing nanoparticles on the fracture toughness of well cement,”International Journal of Greenhouse Gas Control,84, 147-153. 2019.
- L. Liang*, C. M. Heveran, R. Liu, R. T. Gill, A. Nagarajan, J. Cameron, M. H. Hubler, W. V. Srubar III, and S. M. Cook*. “Rational control of calcite precipitation by engineeredscherichia coli.”ACS Synthetic Biology,7(11), 2497-2506. 2018.
- S. Al Wakeel, F. Ghanbari, and M. H. Hubler*. “Particle arrangement effects on the stress intensity in composite material.”Engineering Fracture Mechanics,202, 33-46. 2018..
- S. Al Wakeel, and M. H. Hubler*. “Introducing heterogeneity into the micro-scratch test fracture toughness relation for brittle particle composites,”Experimental Mechanics,58, 1127-1247. 2018..
- S. Monfared*, H. Laubie, F. Radjai, M. H. Hubler, R. Pellenq, and F.-J. Ulm. “A methodology to calibrate and to validate effective solid potentials of heterogeneous porous media from computed tomography scans and laboratory-measured nanoindentation data,”Acta Geotechnica,13(6). 1369-1394. 2018..
- E. W. Heichelheim, L. D. Montoya, and M. H. Hubler*. “Aerosol generation in compressive concrete fragmentation,”Construction and Building Materials,155, 1039-1049. 2017..
- M. H. Hubler*, J. Gelb, and F.-J. Ulm. “Microtexture analysis of gas shale by XRM imaging,”Journal of Nanomechanics and Micromechanics,7(3), 04017005. 2017..
- M. H. Hubler*, F.-J. Ulm. “Size Effect Law for Scratch Tests of Axisymmetric Shape,”Journal of Engineering Mechanics.142(12), 04016094. 2016..
- Q. Yu, J.-L. Le, M. H. Hubler, R. Wendner, G. Cusatis, and Z. P. Bažant*, “Comparison of Main Models for Size Effect on Shear Strength of Reinforced and Prestressed Concrete Beams”Structural Concrete.17(5), 778-789. 2016..
- RILEM TC-242-MDC, “RILEM draft recommendation: TC-242-MDC multi-decade creep and shrinkage of concrete: material model and structural analysis*,”RILEM Materials and Structures,48(4), 753-770. 2015..
- R. Wendner, M. H. Hubler, and Z. P. Bažant*, “Optimization method, choice of form and uncertainty quantification of Model B4 using laboratory and multi-decade bridge databases,”RILEM Materials and Structures,4(48), 771-796. 2015..
- M. H. Hubler, R. Wendner, and Z. P. Bažant*, “Statistical justification of Model B4 for drying and autogenous shrinkage of concrete and comparisons to other models,”RILEM Materials and Structures,48(4), 797-814. 2015..
- R. Wendner, M. H. Hubler, and Z. P. Bažant*, “Statistical justification of model B4 for multi-decade concrete creep using laboratory and bridge databases and comparisons to other models,”RILEM Materials and Structures,48(4), 815-833. 2015..
- M. H. Hubler, R. Wendner, and Z. P. Bažant*, “Comprehensive Database for Concrete Creep and Shrinkage: Analysis and Recommendations for Testing and Recording,”ACI Materials Journal, 112(4), 547-558. 2015..
- Z. P. Bažant* and M. H. Hubler, “Theory of Cyclic Creep of Concrete Based on Paris Law for Fatigue Growth of Subcritical Microcracks,”Journal of the Mechanics and Physics of Solids,63, 187-200. 2013..
- C. Hoover, Z. P. Bažant*, J. Vorel, R. Wendner, and M. H. Hubler, “Comprehensive Concrete Fracture Tests: Description and Results,”Engineering Fracture Mechanics,114, 92-103. 2013..
- Z. P. Bažant*, M. H. Hubler, and M. Jirásek, “Improved Estimation of Long-Term Relaxation Function from Compliance Function of Aging Concrete,”ASCE Journal of Engineering Mechanics,139(2), 146-152. 2013..
- Z. P. Bažant*, Q. Yu, M. H. Hubler, V. Křístek, V., and Z. Bittnar, “Wake-up call for creep, myth about size effect and black holes in safety: What to improve in fib model code draft.” In Befestigungstechnik– Bewehrungstechnik (in honor of Rolf Eligehausen 70thbirthday), ibidem-Verlag, Stuttgart, W. Fuchs and J. Hofmann, eds., 357-379, 2012. ISBN 978-87158-26-7
- Z. P. Bažant*, M. H. Hubler, and Q. Yu, “Pervasiveness of Excessive Segmental Bridge Deflections: Wake-Up Call for Creep,”ACI Structural Journal,108(6), 766-774. 2011.
- Z. P. Bažant*, M. H. Hubler, and Q. Yu, “Excessive Creep Deflections: An Awakening,”Concrete International,33(8), 44-46. 2011.
- M. H. Hubler, J. J. Thomas*, and H. M. Jennings, “Influence of nucleation seeding on the hydration kinetics and compressive strength of alkali activated slag paste,”Cement & Concrete Research,41(8), 842-846. 2011..
- B. Shen, M. H. Hubler, G. H. Paulino*, and L. J. Struble, “Functionally-graded fiber-reinforced cement composite: Processing, microstructure, and properties,”Cement & Concrete Composites,30(8), 663-673. 2008..
- Chen, X, WV Srubar III. (2020) “Sulfuric Acid Improves the Reactivity of Zeolites via Dealumination” In review.
- Gevaudan, JP, JD Wallat, B Lama, WV Srubar III. (2020) “PVA- and PEG-assisted Sol-gel Synthesis of Aluminosilicate Precursors for N-A-S-H Geopolymer Cements.” Journal of the American Ceramic Society 103: 859-877. Link:
- Gevaudan, JP, A Caicedo-Ramirez, MT Hernandez, WV Srubar III. (2019). “Copper and Cobalt Improve the Acid Resistance of Alkali-Activated Cements.” Cement and Concrete Research, 115: 327-338. Link:
- Gevaudan, JP, J Osio-Norgaard, WV Srubar III. (2019). “Alternative Cements: Recent Developments and Future Directions” AEI 2019: Integrated Building Solutions–The National Agenda. Link:
- Gevaudan, JP, J Osio-Norgaard, WV Srubar III. “Acid Resistance Mechanisms of Alkali-Activated Cements,” 2019 International Congress on the Chemistry of Cement, Prague, Czech Republic. 18 September 2019. // Oral Presentation by J Gevaudan
- Osio-Norgaard, J, JP Gevaudan, J, WV Srubar III. (2018) “A Review of Chloride Transport in Alkali-Activated Cement Paste, Mortar and Concrete.” Construction and Building Materials, 186: 191-206. Link:
- Gevaudan, JP, WV Srubar III. (2017). "Mineralogical Stability of Metakaolin-based Alkali-Activated Cements." Proceedings of the XIV Durability of Materials and Components (DBMC) Conference, Ghent, Belgium.
- Gevaudan, JP, KM Campbell, TJ Kane, RK Shoemaker, WV Srubar III. (2017). “Mineralization Dynamics of Metakaolin-based Alkali-Activated Cements.” Cement and Concrete Research, 94: 1-12. Link:
- Gevaudan, JP, WV Srubar III. (2017). "Energy Performance of Alkali-Activated Cement-based Concrete Buildings." Proceedings of the 2017 Architectural Engineering Institute (AEI) Conference, Oklahoma City, Oklahoma, USA.
- Gevaudan, JP, WV Srubar III. (2016). “Exploring the Acid Resistance of Alkali-Activated Cements (AACs): Improving the Sustainability and Resilience of Urban Infrastructure.” Symposium for Sustainable Infrastructure, University of Colorado Boulder. 23 May 2016. // Poster Presentation by JP Gevaudan.
- Frazier, SD, MG Matar, AN Aday, J Osio-Norgaard, EA Delesky, WV Srubar III. (2020). “Inhibiting Freeze-Thaw Damage in Cement Paste and Concrete by Mimicking Nature’s Antifreeze,” Cell Reports Physical Science, 1, 100060.
- Delesky, EA, SD Frazier, JD Wallat, KL Bannister, CM Heveran, WV Srubar III. (2019). “Ice-Binding Protein from Shewanella frigidimarinas Inhibits Ice Crystal Growth in Alkaline Solutions,” Polymers, 11(2): 299.
- Frazier, SD, AN Aday, J Osio-Norgaard, WV Srubar III. (2019). “Biomimetic Antifreeze Polymers: Can they Mitigate Freeze-Thaw Damage?” 2019 American Concrete Institute (ACI) Fall Convention, Cincinnati, Ohio, USA. 21 October 2019
- Srubar III, WV, SD Frazier, AN Aday, J Osio-Norgaard. (2019). “Beyond AEAs: Can Biomimetic Antifreeze Polymers Enhance the Freeze-thaw Resistance of Cement Paste?” 10th Annual American Ceramics Society (ACerS) Cements Division Advances in Cement-based Materials Conference; Champaign, Illinois, USA. 16 June 2019.
- Frazier, SD, WV Srubar III. (2019). “Biomimetic Ice-binding Polymers: A Novel Deicing Salt Alternative.” 2019 Transportation Research Board (TRB) Annual Meeting. 1 January 2014, Washington, DC USA.
- Delesky, EA, SD Frazier, JW Wallat, WV Srubar III. (2018). “Ice Crystallization in Cement-based Materials: Can Nature (and Biomimicry) Help?” 9th Annual American Ceramics Society (ACerS) Cements Division Advances in Cement-based Materials Conference; State College, Pennsylvania, USA. 11 June 2018.
- Delesky, EA, WV Srubar III. (2017). “Synthetic Routes from Ice Binding Proteins to Biomimetic Antifreeze Polymers.” 3rd International Ice-Binding Proteins Conference, Rehovot, Israel, 16 August 2017.
- Delesky, EA, WV Srubar III. (2017) “Biomimetic Antifreeze Polymers for Cryopreservation.” Quantitative Biology Student Symposium, University of Colorado Boulder. 25 May 2017.
- Tiznado, J.C., Dashti, S., Ledezma, C. & Wham, B.P. (2019). Performance of Embankments on Liquefiable Soils Improved with Dense Granular Columns: Observations from Case Histories and Centrifuge Experiments. ASCE Journal of Geotechnical and Geoenvironmental Engineering (under review).
- Tiznado, J.C., Dashti, S., Wham, B.P., & Ledezma, C. (2019). "Centrifuge study of the seismic response of embankments on liquefiable soils improved with dense granular columns". Proc., 7th Int. Conf. Earthq. Geotech. Eng. Roma, Italy, June 17-20.
- Paramasivam, B.,Dashti, S., Liel, A. (2020). "In-Ground Gravel-Rubber Panel Walls to Mitigate and Base Isolate Shallow-Founded Structures on Liquefiable Ground,"ASCE Journal of Geotechnical and GeoEnvironmental Engineering(Accepted and in press).
- Paramasivam, B.,Dashti, S., Liel, A. (2019). "Impact of Spatial Variations in Permeability of Liquefiable Deposits on the Seismic Performance of Structures and Effectiveness of Drains,"ASCE Journal of Geotechnical and GeoEnvironmental Engineering,145(8).
- Paramasivam, B.,Dashti, S., Liel, A. (2018). “Influence of Prefabricated Vertical Drains on the Seismic Performance of Structures Founded on Liquefiable Soils,”ASCE Journal of Geotechnical and GeoEnvironmental Engineering, 144(10), DOI: 10.1061/(ASCE)GT.1943-5606.0001950(Selected as theEditor’s Choice).
- Olarte, J.,Dashti, S.,Liel, A.,Paramasivam, B.(2018). "Effects of Drainage Control on Densification as a Liquefaction Mitigation Technique,"Soil Dynamics and Earthquake Engineering, 110, 212-231.
- Olarte, J.,Dashti, S.,Liel, L. (2018). “Can Ground Densification Improve Seismic Performance of Inelastic Structures on Liquefiable Soils?”Journal of Earthquake Engineering and Structural Dynamics, DOI: 10.1002/eqe.3012.
- Olarte, J.,Paramasivam, B.,Dashti, S., Liel, L., Zannin, J.(2017). “Centrifuge Modeling of Mitigation-Soil-Foundation-Structure Interaction on Liquefiable Ground,”Soil Dynamics and Earthquake Engineering, 97, 304-323.
- Chelsea M. Heveran, Sarah L. Williams, Jishen Qiu, Juliana Artier, Mija H. Hubler, Sherri M. Cook, Jeffrey C. Cameron, Wil V. Srubar, Biomineralization and Successive Regeneration of Engineered Living Building Materials, Matter, Volume 2, Issue 2, 2020, Pages 481-494, ISSN 2590-2385, . ()
- Williams, S. L., Artier, J., Qiu, J., Heveran, C., Nagarajan, A., Hubler, M., Cook, S. M., Cameron, J. C., & Srubar III, W. V. (2019). Regenerative hydrogel-based living microbial mortars: investigation of viability and strength in successive material generations. Academic Journal of Civil Engineering, 37(2), 238-243.
- Srubar III, W., Nagarajan, A., Cook, S., Cameron, J., Gill, R., Hubler, M., Liang, L., & Heveran, C. Engineered Ureolytic Microorganisms Can Tailor the Morphology and Nanomechanical Properties of Microbial-Precipitated Calcium Carbonate.