headshot

Lev Khazanovich

Professor
Anthony Gill Chair Professor
Pitt IRISE Consortium Civil & Environmental Engr

overview

Over the past 25 years Dr. Khazanovich has been involved in various aspects of pavement research, design, and evaluation, including performance prediction modeling, non-destructive testing, and finite element modeling. During development of the AASHTO Mechanistic-Empirical Pavement Design Guide, he served as a member of Rigid Pavement Leadership Team responsible for structural modeling of rigid pavements and overlays, development of neural networks to predict critical structural responses, subgrade characterization procedures, and development of faulting prediction. His papers have received awards from the Transportation Research Board and International Society for Concrete Pavement.

about

PhD, University of Illinois at Urbana Champaign

de Salles, L.S., Conway, R., Khazanovich, L., Barnes, R., Hoegh, K., da Silva Pereira, D., & Burnham, T. (2021). Non-destructive ultrasonic evaluation of construction variability effect on concrete pavement performance. International Journal of Pavement Research and Technology, 14(3), 385-396.Springer Science and Business Media LLC. doi: 10.1007/s42947-020-1198-2.

Sen, S., & Khazanovich, L. (2021). A self-contained element for modeling crack propagation in beams. ENGINEERING FRACTURE MECHANICS, 242, 107460.Elsevier BV. doi: 10.1016/j.engfracmech.2020.107460.

de Salles, L.S., Khazanovich, L., & Balbo, J.T. (2020). Structural analysis of transverse cracks in short continuously reinforced concrete pavements. INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 21(14), 1853-1863.Informa UK Limited. doi: 10.1080/10298436.2019.1570194.

Khazanovich, L., & Levenberg, E. (2020). Analytical solution for a viscoelastic plate on a Pasternak foundation. ROAD MATERIALS AND PAVEMENT DESIGN, 21(3), 800-820.Informa UK Limited. doi: 10.1080/14680629.2018.1530693.

Asadollahi, A., & Khazanovich, L. (2019). Numerical investigation of the effect of heterogeneity on the attenuation of shear waves in concrete. ULTRASONICS, 91, 34-44.Elsevier BV. doi: 10.1016/j.ultras.2018.07.011.

Asadollahi, A., & Khazanovich, L. (2019). Analytical reverse time migration with new imaging conditions for one-sided nondestructive evaluation of concrete elements using shear waves. ULTRASONICS, 99, 105960.Elsevier BV. doi: 10.1016/j.ultras.2019.105960.

Bhattacharya, B.B., Gotlif, A., Darter, M.I., & Khazanovich, L. (2019). Impact of Joint Spacing on Bonded Concrete Overlay of Existing Asphalt Pavement in the AASHTOWare Pavement ME Design Software. JOURNAL OF TRANSPORTATION ENGINEERING PART B-PAVEMENTS, 145(3), 04019018.American Society of Civil Engineers (ASCE). doi: 10.1061/JPEODX.0000110.

Booshehrian, A., & Khazanovich, L. (2019). Dynamic analyses of a viscoelastic plate on a generalised Pasternak foundation. International Journal of Geotechnical Engineering, 13(4), 385-397.Informa UK Limited. doi: 10.1080/19386362.2017.1359902.

de Salles, L.S., Khazanovich, L., & Balbo, J.T. (2019). Non-Destructive Evaluation of Crack Initiation and Propagation in Continuously Reinforced Concrete Pavements. TRANSPORTATION RESEARCH RECORD, 2673(3), 375-385.SAGE Publications. doi: 10.1177/0361198119833672.

Weiss, P.T., Kayhanian, M., Gulliver, J.S., & Khazanovich, L. (2019). Permeable pavement in northern North American urban areas: research review and knowledge gaps. International Journal of Pavement Engineering, 20(2), 143-162.Informa UK Limited. doi: 10.1080/10298436.2017.1279482.

Alland, K., Vandenbossche, J.M., Desantis, J.W., Snyder, M.B., & Khazanovich, L. (2018). Comparing the Bonded Concrete Overlays of Asphalt-Mechanistic Empirical Design Procedure and the Short Jointed Plain Concrete Pavement Module in the Pavement Mechanistic Empirical Design Procedure. TRANSPORTATION RESEARCH RECORD, 2672(40), 242-253.SAGE Publications. doi: 10.1177/0361198118798724.

Asadollahi, A., & Khazanovich, L. (2018). Analytical reverse time migration: An innovation in imaging of infrastructures using ultrasonic shear waves. ULTRASONICS, 88, 185-192.Elsevier BV. doi: 10.1016/j.ultras.2018.04.005.

Freeseman, K., Khazanovich, L., & Hoegh, K. (2018). Nondestructive analysis techniques for freeze-thaw damage detection in concrete slabs using shear waves. International Journal of Pavement Research and Technology.Airiti Press, Inc. doi: 10.1016/j.ijprt.2018.06.003.

Hoegh, K., Dai, S., Steiner, T., & Khazanovich, L. (2018). Enhanced Model for Continuous Dielectric-Based Asphalt Compaction Evaluation. TRANSPORTATION RESEARCH RECORD, 2672(26), 144-154.SAGE Publications. doi: 10.1177/0361198118794068.

Sachs, S.G., Vandenbossche, J.M., Tompkins, D., & Khazanovich, L. (2018). Establishing the Interlayer Structural Response for Unbonded Concrete Overlays of Existing Concrete Pavements. TRANSPORTATION RESEARCH RECORD, 2672(40), 254-263.SAGE Publications. doi: 10.1177/0361198118792325.

Izevbekhai, B.I., Khazanovich, L., & Voller, V.R. (2017). Deployment of the Next Generation Concrete Surface in Minnesota. Transportation Research Record: Journal of the Transportation Research Board, 2640(1), 95-103.SAGE Publications. doi: 10.3141/2640-11.

Freeseman, K., Hoegh, K., Izevbekhai, B.I., & Khazanovich, L. (2016). Effect of Early Opening to Traffic on Fatigue Damage to Concrete Pavement. TRANSPORTATION RESEARCH RECORD, 2590(2590), 94-103.SAGE Publications. doi: 10.3141/2590-11.

Freeseman, K., Khazanovich, L., Hoegh, K., Nojavan, A., Schultz, A.E., & Chao, S.H. (2016). Nondestructive monitoring of subsurface damage progression in concrete columns damaged by earthquake loading. ENGINEERING STRUCTURES, 114, 148-157.Elsevier BV. doi: 10.1016/j.engstruct.2016.02.017.

Sachs, S., Vandenbossche, J.M., Alland, K., DeSantis, J., & Khazanovich, L. (2016). Effects of Interlayer Systems on Reflective Cracking in Unbonded Overlays of Existing Concrete Pavements. TRANSPORTATION RESEARCH RECORD, 2591(2591), 33-41.SAGE Publications. doi: 10.3141/2591-06.

Ceylan, H., Wang, S., Kim, S., Gopalakrishnan, K., Khazanovich, L., & Dai, S. (2015). IMPACT OF FARM EQUIPMENT LOADING ON LOW-VOLUME CONCRETE ROAD STRUCTURAL RESPONSE AND PERFORMANCE. BALTIC JOURNAL OF ROAD AND BRIDGE ENGINEERING, 10(4), 325-332.Riga Technical University. doi: 10.3846/bjrbe.2015.41.

Hoegh, K., & Khazanovich, L. (2015). Extended synthetic aperture focusing technique for ultrasonic imaging of concrete. NDT & E INTERNATIONAL, 74, 33-42.Elsevier BV. doi: 10.1016/j.ndteint.2015.05.001.

Hoegh, K., Khazanovich, L., Dai, S., & Yu, T. (2015). Evaluating asphalt concrete air void variation via GPR antenna array data. Case Studies in Nondestructive Testing and Evaluation, 3, 27-33.Elsevier BV. doi: 10.1016/j.csndt.2015.03.002.

Khazanovich, L., & Booshehrian, A. (2015). Dynamic Viscoelastic Analysis of Falling Weight Deflectometer Deflections for Rigid and Flexible Pavements. TRANSPORTATION RESEARCH RECORD, 2525(2525), 31-39.SAGE Publications. doi: 10.3141/2525-04.

Tompkins, D., Johanneck, L., & Khazanovich, L. (2015). State Design Procedure for Rigid Pavements Based on the AASHTO Mechanistic-Empirical Pavement Design Guide. TRANSPORTATION RESEARCH RECORD, 2524(2524), 23-32.SAGE Publications. doi: 10.3141/2524-03.

Tompkins, D., Khazanovich, L., & Bolander, J.E. (2015). Lattice modelling of fracture in composite concrete pavements and overlays. INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 16(1), 56-68.Informa UK Limited. doi: 10.1080/10298436.2014.893332.

Khazanovich, L., Lukanen, E., & Tompkins, D. (2014). Evaluation of Bearing Capacity of Low-Volume Roads in Minnesota. TRANSPORTATION RESEARCH RECORD, 2433(2433), 79-86.SAGE Publications. doi: 10.3141/2433-09.

Tan, D.S., Khazanovich, L., Siekmeier, J., & Hill, K.M. (2014). Discrete Element Modeling of Effect of Moisture and Fine Particles in Lightweight Deflectometer Test. TRANSPORTATION RESEARCH RECORD, 2433(2433), 58-67.SAGE Publications. doi: 10.3141/2433-07.

Yohannes, B., Tan, D., Khazanovich, L., & Hill, K.M. (2014). Mechanistic modelling of tests of unbound granular materials. INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 15(7), 584-598.Informa UK Limited. doi: 10.1080/10298436.2013.775442.

Hoegh, K., Khazanovich, L., Worel, B.J., & Yu, H.T. (2013). Detection of Subsurface Joint Deterioration Blind Test Comparison of Ultrasound Array Technology with Conventional Nondestructive Methods. TRANSPORTATION RESEARCH RECORD, 2367(2367), 3-12.SAGE Publications. doi: 10.3141/2367-01.

Izevbekhai, B.I., & Khazanovich, L. (2013). Acoustic enhancement of concrete pavement surface through diamond grinding. INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 14(6), 579-589.Informa UK Limited. doi: 10.1080/10298436.2012.690517.

Khazanovich, L., Tompkins, D., Saxena, P., Wu, R., Coleri, E., & Harvey, J.T. (2013). Use of the Mechanistic-Empirical Pavement Design Guide and CalME to Mitigate Rutting in Asphalt Overlays of Concrete Pavements. TRANSPORTATION RESEARCH RECORD, 2368(2368), 36-44.SAGE Publications. doi: 10.3141/2368-04.

Khazanovich, L., Tompkins, D., Wu, R., & Harvey, J.T. (2013). Investigation and Modification of Available Mechanistic-Empirical Procedures for Reflective Cracking in Asphalt Overlays of Concrete Pavements. TRANSPORTATION RESEARCH RECORD, 2368(2368), 126-132.SAGE Publications. doi: 10.3141/2368-12.

Vancura, M., Khazanovich, L., & Barnes, R. (2013). Concrete Pavement Thickness Variation Assessment with Cores and Nondestructive Testing Measurements. TRANSPORTATION RESEARCH RECORD, 2347(2347), 61-68.SAGE Publications. doi: 10.3141/2347-07.

Hill, K., Yohannes, B., & Khazanovich, L. (2012). Unified Mechanistic Approach for Modeling Tests of Unbound Pavement Materials. JOURNAL OF TRANSPORTATION ENGINEERING, 138(9), 1091-1098.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)TE.1943-5436.0000411.

Hoegh, K., & Khazanovich, L. (2012). Correlation Analysis of 2D Tomographic Images for Flaw Detection in Pavements. Journal of Testing and Evaluation, 40(2), 103765.ASTM International. doi: 10.1520/jte103765.

Hoegh, K., & Khazanovich, L. (2012). Correlation Analysis of 2D Tomographic Images for Flaw Detection in Pavements. JOURNAL OF TESTING AND EVALUATION, 40(2), 247-255. doi: 10.1520/JTE103765.

Hoegh, K., Khazanovich, L., & Yu, H.T. (2012). Concrete Pavement Joint Diagnostics with Ultrasonic Tomography. TRANSPORTATION RESEARCH RECORD, 2305(2305), 54-61.SAGE Publications. doi: 10.3141/2305-06.

Hoegh, K., Khazanovich, L., Maser, K., & Tran, N. (2012). Evaluation of Ultrasonic Technique for Detecting De lamination in Asphalt Pavements. TRANSPORTATION RESEARCH RECORD, 2306(2306), 105-110.SAGE Publications. doi: 10.3141/2306-12.

Saxena, P., & Khazanovich, L. (2012). Determination of Critical Bending Stresses in Portland Cement Concrete Layer with Asphalt Overlay. TRANSPORTATION RESEARCH RECORD, 2306(2306), 36-44.SAGE Publications. doi: 10.3141/2306-05.

Saxena, P., Hoegh, K., Khazanovich, L., & Gotlif, A. (2012). Laboratory and analytical modelling of misaligned dowel. INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 13(3), 209-215.Informa UK Limited. doi: 10.1080/10298436.2011.596936.

Tompkins, D., Saxena, P., Khazanovich, L., & Gotlif, A. (2012). Modification of Mechanistic-Empirical Pavement Design Guide Procedure for Two-Lift Composite Concrete Pavements. TRANSPORTATION RESEARCH RECORD, 2305(2305), 14-23.SAGE Publications. doi: 10.3141/2305-02.

Vancura, M., Tompkins, D., & Khazanovich, L. (2012). Freeze-Thaw Durability and Salt Scaling Resistance Assessment of Portland Cement Concrete Composite Pavement. TRANSPORTATION RESEARCH RECORD, 2290(2290), 76-83.SAGE Publications. doi: 10.3141/2290-10.

Vancura, M.E., MacDonald, K., & Khazanovich, L. (2012). Location and Depth of Pervious Concrete Clogging Material before and after Void Maintenance with Common Municipal Utility Vehicles. JOURNAL OF TRANSPORTATION ENGINEERING-ASCE, 138(3), 332-338.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)TE.1943-5436.0000327.

Gaurav, Wojtkiewicz, S.F., & Khazanovich, L. (2011). Optimal design of flexible pavements using a framework of DAKOTA and MEPDG. INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 12(2), 137-148.Informa UK Limited. doi: 10.1080/10298436.2010.535535.

Hoegh, K., Khazanovich, L., & Yu, H.T. (2011). Ultrasonic Tomography for Evaluation of Concrete Pavements. TRANSPORTATION RESEARCH RECORD, 2232(2232), 85-94.SAGE Publications. doi: 10.3141/2232-09.

Johanneck, L., Tompkins, D., Clyne, T., & Khazanovich, L. (2011). Minnesota Road Research Data for Evaluation and Local Calibration of the Mechanistic-Empirical Pavement Design Guide's Enhanced Integrated Climatic Model. TRANSPORTATION RESEARCH RECORD, 2226(2226), 30-40.SAGE Publications. doi: 10.3141/2226-04.

Vancura, M., MacDonald, K., & Khazanovich, L. (2011). Structural Analysis of Pervious Concrete Pavement. TRANSPORTATION RESEARCH RECORD, 2226(2226), 13-20.SAGE Publications. doi: 10.3141/2226-02.

Vancura, M., MacDonald, K., & Khazanovich, L. (2011). Microscopic analysis of paste and aggregate distresses in pervious concrete in a wet, hard freeze climate. CEMENT & CONCRETE COMPOSITES, 33(10), 1080-1085.Elsevier BV. doi: 10.1016/j.cemconcomp.2011.05.011.

Hoegh, K., & Khazanovich, L. (2010). Laboratory Investigation of Misaligned Dowel Behavior. JOURNAL OF TESTING AND EVALUATION, 38(1), 127-135.ASTM International. doi: 10.1520/JTE102379.

Hoegh, K., Khazanovich, L., & Jensen, M. (2010). Local Calibration of Mechanistic-Empirical Pavement Design Guide Rutting Model Minnesota Road Research Project Test Sections. TRANSPORTATION RESEARCH RECORD, 2180(2180), 130-141.SAGE Publications. doi: 10.3141/2180-15.

Johanneck, L., & Khazanovich, L. (2010). Comprehensive Evaluation of Effect of Climate in Mechanistic-Empirical Pavement Design Guide Predictions. TRANSPORTATION RESEARCH RECORD, 2170(2170), 45-55.SAGE Publications. doi: 10.3141/2170-06.

Khazanovich, L., Zofka, A., & Marasteanu, M. (2010). Parameter Identification Procedure for Heterogeneous Viscoelastic Composites Using Iterative Functions. JOURNAL OF ENGINEERING MECHANICS, 136(7), 849-857.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)EM.1943-7889.0000126.

Pyatigorets, A.V., Marasteanu, M.O., Khazanovich, L., & Stolarski, H.K. (2010). APPLICATION OF A MATRIX OPERATOR METHOD TO THE THERMOVISCOELASTIC ANALYSIS OF COMPOSITE STRUCTURES. JOURNAL OF MECHANICS OF MATERIALS AND STRUCTURES, 5(5), 837-854.Mathematical Sciences Publishers. doi: 10.2140/jomms.2010.5.837.

Saxena, P., Tompkins, D., Khazanovich, L., & Balbo, J.T. (2010). Evaluation of Characterization and Performance Modeling of Cementitiously Stabilized Layers in the Mechanistic-Empirical Pavement Design Guide. TRANSPORTATION RESEARCH RECORD, 2186(2186), 111-119.SAGE Publications. doi: 10.3141/2186-12.

Wojtkiewicz, S.F., Khazanovich, L., Gaurav, G., & Velasquez, R. (2010). Probabilistic Numerical Simulation of Pavement Performance using MEPDG. Road Materials and Pavement Design, 11(2), 291-306.Informa UK Limited. doi: 10.1080/14680629.2010.9690277.

Wojtkiewicz, S.F., Khazanovich, L., Gaurav, G., & Velasquez, R. (2010). Probabilistic Numerical Simulation of Pavement Performance using MEPDG. ROAD MATERIALS AND PAVEMENT DESIGN, 11(2), 291-306. doi: 10.3166/RMPD.11.291-306.

Zofka, A., Marasteanu, M., Khazanovich, L., & Yut, I. (2010). Comparison of Data Interpretation Procedures for Indirect Tensile Creep Test for Linear Viscoelastic Materials. Road Materials and Pavement Design, 11(sup1), 411-441.Informa UK Limited. doi: 10.1080/14680629.2010.9690340.

Rao, S., Hoegh, K., Yu, T., & Khazanovich, L. (2009). Evaluation of Dowel Alignment Constructability in Portland Cement Concrete Pavements. TRANSPORTATION RESEARCH RECORD, 2098(2098), 86-93.SAGE Publications. doi: 10.3141/2098-09.

Saxena, P., Hoegh, K., Khazanovich, L., & Gotlif, A. (2009). Laboratory and Finite Element Evaluation of Joint Lockup. TRANSPORTATION RESEARCH RECORD, 2095(2095), 34-42.SAGE Publications. doi: 10.3141/2095-04.

Tompkins, D., Khazanovich, L., Darter, M.I., & Fleischer, W. (2009). Design and Construction of Sustainable Pavements Austrian and German Two-Layer Concrete Pavements. TRANSPORTATION RESEARCH RECORD, 2098(2098), 75-85.SAGE Publications. doi: 10.3141/2098-08.

Vancura, M., Khazanovich, L., & Tompkins, D. (2009). Reappraisal of Recycled Concrete Aggregate as Coarse Aggregate in Concretes for Rigid Pavements. TRANSPORTATION RESEARCH RECORD, 2113(2113), 149-155.SAGE Publications. doi: 10.3141/2113-18.

Khazanovich, L. (2008). The elastic-viscoelastic correspondence principle for non-homogeneous materials with time translation non-invariant properties. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 45(17), 4739-4747.Elsevier BV. doi: 10.1016/j.ijsolstr.2008.04.011.

Khazanovich, L., Yut, I., Husein, S., Turgeon, C., & Burnham, T. (2008). Adaptation of Mechanistic-Empirical Pavement Design Guide for Design of Minnesota Low-Volume Portland Cement Concrete Pavements. TRANSPORTATION RESEARCH RECORD, 2087(2087), 57-67.SAGE Publications. doi: 10.3141/2087-07.

Tompkins, D.M., Khazanovich, L., & Johnson, D.M. (2008). Benefits of the Minnesota Road Research Project. TRANSPORTATION RESEARCH RECORD, 2087(2087), 12-19.SAGE Publications. doi: 10.3141/2087-02.

Khazanovich, L., & Wang, Q.C. (2007). MnLayer: High-performance layered elastic analysis program. TRANSPORTATION RESEARCH RECORD, 2037(2037), 63-75.SAGE Publications. doi: 10.3141/2037-06.

Tompkins, D.M., Khazanovich, L., & Johnson, D.M. (2007). Overview of the first ten years of the Minnesota road research project. JOURNAL OF TRANSPORTATION ENGINEERING, 133(11), 599-609.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)0733-947X(2007)133:11(599).

Gotlif, A., Mallela, J., & Khazanovich, L. (2006). Finite element study of partial-depth cracks in restrained PCC slabs. International Journal of Pavement Engineering, 7(4), 323-329.Informa UK Limited. doi: 10.1080/10298430600800287.

Khazanovich, L., Yut, I., Tompkins, D., Schultz, A., & TRB. (2006). Accelerated loading testing of stainless steel hollow tube dowels. RIGID AND FLEXIBLE PAVEMENT DESIGN 2006, 1947(1947), 101-109. doi: 10.3141/1947-10.

Pereira, D.D.S., Balbo, J.T., & Khazanovich, L. (2006). Theoretical and field evaluation of interaction between ultra-thin whitetopping and existing asphalt pavement. International Journal of Pavement Engineering, 7(4), 251-260.Informa UK Limited. doi: 10.1080/10298430600798895.

Roesler, J., & Khazanovich, L. (2006). Editorial. International Journal of Pavement Engineering, 7(4), 231.Informa UK Limited. doi: 10.1080/10298430600966195.

Beckemeyer, C.A., Khazanovich, L., Yu, H.T., TRB, TRB, TRB. (2002). Determining amount of built-in curling in jointed plain concrete pavement - Case study of Pennsylvania I-80. DESIGN AND REHABILITATION OF PAVEMENTS 2002, 1809(1809), 85-92.SAGE Publications. doi: 10.3141/1809-10.

Khazanovich, L. (1999). Dynamic analysis of FWD test results for rigid pavements. ASTM Special Technical Publication, (1375), 398-412.

Khazanovich, L., McPeak, T.J., & Tayabji, S.D. (1999). LTPP rigid pavement FWD deflection analysis and backcalculation procedure. ASTM Special Technical Publication, (1375), 246-266.

Rao, S., Yu, H.T., Khazanovich, L., Darter, M.I., & Mack, J.W. (1999). Longevity of Diamond-Ground Concrete Pavements. Transportation Research Record: Journal of the Transportation Research Board, 1684(1), 128-136.SAGE Publications. doi: 10.3141/1684-15.

Ioannides, A.M., & Khazanovich, L. (1998). General formulation for multilayered pavement systems. JOURNAL OF TRANSPORTATION ENGINEERING-ASCE, 124(1), 82-90.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)0733-947X(1998)124:1(82).

Ioannides, A.M., & Khazanovich, L. (1998). Nonlinear temperature effects on multilayered concrete pavements. JOURNAL OF TRANSPORTATION ENGINEERING-ASCE, 124(2), 128-136.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)0733-947X(1998)124:2(128).

Owusu-Antwi, E.B., Khazanovich, L., Titus-Glover, L., COUNCIL, N.R.E.S., COUNCIL, N.R.E.S. (1998). Mechanistic-based model for predicting reflective cracking in asphalt concrete-overlaid pavements. DESIGN AND REHABILITATION OF PAVEMENTS 1998, 1629(1629), 234-241.SAGE Publications. doi: 10.3141/1629-26.

Yu, H.T., Khazanovich, L., Darter, M.I., Ardani, A., & NRC. (1998). Analysis of concrete pavement responses to temperature and wheel loads measured from instrumented slabs. RECENT PAVEMENT RESEARCH ISSUES, 1639(1639), 94-101.SAGE Publications. doi: 10.3141/1639-10.

Khazanovich, L., & Roesler, J. (1997). DIPLOBACK: Neural-Network-Based Backcalculation Program for Composite Pavements. Transportation Research Record: Journal of the Transportation Research Board, 1570(1), 143-150.SAGE Publications. doi: 10.3141/1570-17.

Roesler, J.R., & Khazanovich, L. (1997). Finite-Element Analysis of Portland Cement Concrete Pavements with Cracks. Transportation Research Record: Journal of the Transportation Research Board, 1568(1), 1-9.SAGE Publications. doi: 10.3141/1568-01.

Khazanovich, L., & Ioannides, A.M. (1995). DIPLOMAT: analysis program for bituminous and concrete pavements. Transportation Research Record, (1482), 52-60.

Khazanovich, L., & Ioannides, A.M. (1994). Structural analysis of unbonded concrete overlays under wheel and environmental loads. Transportation Research Record, (1449), 174-181.

Ioannides, A.M., & Khazanovich, L. (1993). Load equivalency concepts. A mechanistic reappraisal. In Transportation Research Record. 42-51.

KHAZANOVICH, L. (1992). CORRECTION. JOURNAL OF ENGINEERING MECHANICS-ASCE, 118(10), 2156.

KHAZANOVICH, L., & IOANNIDES, A.M. (1992). HOMOGENEOUS STRUCTURES SUBJECTED TO REPEATED STRUCTURAL SYSTEM CHANGES - DISCUSSION. JOURNAL OF ENGINEERING MECHANICS-ASCE, 118(5), 1054-1056.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)0733-9399(1992)118:5(1054).

KHAZANOVICH, L. (1990). AGE-ADJUSTED EFFECTIVE MODULUS METHOD FOR TIME-DEPENDENT LOADS. JOURNAL OF ENGINEERING MECHANICS-ASCE, 116(12), 2784-2789.American Society of Civil Engineers (ASCE). doi: 10.1061/(ASCE)0733-9399(1990)116:12(2784).

Ezell, N.D.B., Albright, A., Floyd, D., & Khazanovich, L. (2019). Nondestructive evaluation of concrete specimens representative of nuclear power plants containing known defects. In 19th International Conference on Environmental Degradation of Materials in Nuclear Power Systems - Water Reactors, EnvDeg 2019, (pp. 658-662).

Ezell, N.D.B., Albright, A., Floyd, D., Clayton, D., & Khazanovich, L. (2019). A novel use of frequency-banded synthetic aperture focusing technique for reconstructions of alkali-silica reaction in thick-reinforced concrete structures. In AIP Conference Proceedings, 2102.Author(s). doi: 10.1063/1.5099840.

Khazanovich, L., & Booshehrian, A. (2018). Dynamic backcalculation for rigid pavements using generalized vlasov model. In Advances in Materials and Pavement Performance Prediction - Proceedings of the International AM3P Conference, 2018, (pp. 461-464).

Khazanovich, L., Freeseman, K., Salles, L., & Clayton, D. (2018). Nondestructive analysis of alkali-silica reaction damage in concrete slabs using shear waves. In AIP Conference Proceedings, 1949.Author(s). doi: 10.1063/1.5031537.

Lenngren, C.A., & Salini, R. (2017). Estimating new road rolling resistance using neural networks. In Bearing Capacity of Roads, Railways and Airfields - Proceedings of the 10th International Conference on the Bearing Capacity of Roads, Railways and Airfields, BCRRA 2017, (pp. 935-940).CRC Press. doi: 10.1201/9781315100333-125.

Freeseman, K., Hoegh, K., & Khazanovich, L. (2016). Characterization of concrete at various freeze-thaw damage conditions using SH-waves. In AIP Conference Proceedings, 1706.AIP Publishing LLC. doi: 10.1063/1.4940463.

Khazanovich, L., & Hoegh, K. (2016). Quantitative ultrasonic evaluation of concrete structures using one-sided access. In AIP Conference Proceedings, 1706.AIP Publishing LLC. doi: 10.1063/1.4940453.

Hoegh, K., Clayton, D., Freeseman, K., & Khazanovich, L. (2015). Construction and preliminary testing of an NPP concrete containment wall with simulated defects. In 9th International Topical Meeting on Nuclear Plant Instrumentation, Control, and Human-Machine Interface Technologies, NPIC and HMIT 2015, 2, (pp. 1702-1714).

Hoegh, K., Khazanovich, L., Ferraro, C., & Clayton, D. (2015). Ultrasonic linear array validation via concrete test blocks. In AIP Conference Proceedings, 1650, (pp. 83-93).AIP Publishing LLC. doi: 10.1063/1.4914597.

Tompkins, D., Khazanovich, L., Bolander, J.E., & Stolarski, H.K. (2015). Simulated fracture in concrete composite pavements using a coupled lattice and finite element model. In American Concrete Institute, ACI Special Publication, 2015-January(SP 300), (pp. 45-54).

Clayton, D., Smith, C., Khazanovich, L., Hoegh, K., Ferraro, C., Nelson, J., Popovics, J., Choi, H., Ham, S., & Chintakunta, S. (2014). Nondestructive evaluation of concrete in nuclear power plants using suitable concrete specimens. In International Congress on Advances in Nuclear Power Plants, ICAPP 2014, 3, (pp. 2252-2261).

Tompkins, D., Khazanovich, L., & Bolander, J. (2014). Lattice models of debonding in composite concrete pavements. In Computational Modelling of Concrete Structures - Proceedings of EURO-C 2014, 1, (pp. 477-485).CRC Press. doi: 10.1201/b16645-53.

Khazanovich, L., & Tuleubekov, K. (2013). Micromechanical Model of Concrete Creep. In Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete, (pp. 227-234).American Society of Civil Engineers. doi: 10.1061/9780784413111.026.

Zofka, A., Marasteanu, M., Khazanovich, L., & Yut, I. (2010). Comparison of data interpretation procedures for indirect tensile creep test for linear viscoelastic materials. In Road Materials and Pavement Design, 11(SPECIAL ISSUE), (pp. 411-441). doi: 10.3166/RMPD.

Zofka, A., Marasteanu, M., Khazanovich, L., & Yut, I. (2010). Comparison of Data Interpretation Procedures for Indirect Tensile Creep Test for Linear Viscoelastic Materials. In ROAD MATERIALS AND PAVEMENT DESIGN, 11, (pp. 411-441). doi: 10.1080/14680629.2010.9690340.

Hoegh, K., Yu, T., & Khazanovich, L. (2008). Magnetic imaging tools scanner (MIT scan-2) application in North America: Five years after. In 9th International Conference on Concrete Pavements: The Golden Gate to Tomorrow's Concrete Pavements, 1, (pp. 450-462).

Khazanovich, L., & Izevbekhai, B.I. (2008). Trend of pavement on board sound intensity with respect to texture degradation patterns in mnroad test cells. In Institute of Noise Control Engineering of the USA - 23rd National Conference on Noise Control Engineering, NOISE-CON 08 and Sound Quality Symposium, SQS 08, 1, (pp. 160-172).

Velasquez, R.A., Marasteanu, M.O., Khazanovich, L., & Jensen, M. (2007). Comprehensive evaluation approach of flexible MEPDG for Minnesota conditions. In Advanced Characterisation of Pavement and Soil Engineering Materials - Proceedings of the International Conference on Advanced Characterisation of Pavement and Soil Engineering Materials, 2, (pp. 1709-1722).

Khazanovich, L., Celauro, C., Chadbourn, B., Zollars, J., Dai, S., & TRB. (2006). Evaluation of subgrade resilient modulus predictive model for use in mechanistic-empirical pavement design guide. In RIGID AND FLEXIBLE PAVEMENT DESIGN 2006, 1947(1947), (pp. 155-166). doi: 10.3141/1947-15.

Darter, M., Khazanovich, L., Yu, T., Mallela, J., & TRB. (2005). Reliability analysis of cracking and faulting prediction in the new mechanistic-empirical pavement design procedure. In SOIL MECHANICS 2005, 1936(1936), (pp. 150-160). doi: 10.3141/1936-18.

Khazanovich, L., & Gotlif, A. (2005). Evaluation of PCC joint stiffnesses using LTPP data. In Proceedings - 8th International Conference on Concrete Pavements: Innovations for Concrete Pavement: Technology Transfer for the Next Generation, 3, (pp. 1120-1137).

Khazanovich, L., Velasquez, R., Nesvijski, E.G., & TRB. (2005). Evaluation of top-down cracks in asphalt pavements by using a self-calibrating ultrasonic technique. In PAVEMENT MANAGEMENT; MONITORING, EVALUATION, AND DATA STORAGE; AND ACCELERATED TESTING 2005, 1940(1940), (pp. 63-68). doi: 10.3141/1940-08.

Khazanovich, L., Yut, I., Tompkins, D., & Schultz, A. (2005). The second generation of Minnesota accelerated loading facility - Minne-ALF-2. In Proceedings - 8th International Conference on Concrete Pavements: Innovations for Concrete Pavement: Technology Transfer for the Next Generation, 3, (pp. 1013-1029).

Khazanovich, L., Darter, M.I., Yu, H.T., & TRB. (2004). Mechanistic-empirical model to predict transverse joint faulting. In PAVEMENT DESIGN AND ACCELERATED TESTING 2004, 1896(1896), (pp. 34-45).SAGE Publications. doi: 10.3141/1896-04.

Rao, C., Selezneva, O., Darter, M.I., Titus-Glover, L., Khazanovich, L., & TRB. (2004). Calibration of mechanistic-empirical performance model for continuously reinforced concrete pavement punch-outs. In PAVEMENT DESIGN AND ACCELERATED TESTING 2004, 1896(1896), (pp. 15-22).SAGE Publications. doi: 10.3141/1896-02.

Selezneva, O., Rao, C., Darter, M.I., Zollinger, D., Khazanovich, L., & TRB. (2004). Development of a mechanistic-empirical structural design procedure for continuously reinforced concrete pavements. In PAVEMENT DESIGN AND ACCELERATED TESTING 2004, 1896(1896), (pp. 46-56).SAGE Publications. doi: 10.3141/1896-05.

Khazanovich, L., Selezneva, O.I., Yu, H.T., Darter, M.I., TRB, TRB. (2001). Development of rapid solutions for prediction of critical continuously reinforced concrete pavement stresses. In DESIGN AND REHABILITATION OF PAVEMENTS 2001, 1778(1778), (pp. 64-72).SAGE Publications. doi: 10.3141/1778-08.

Khazanovich, L., Yu, H.T., & TRB. (2001). Modeling of jointed plain concrete pavement fatigue cracking in PaveSpec 3.0. In DESIGN AND REHABILITATION OF PAVEMENTS 2001, 1778(1778), (pp. 33-42).SAGE Publications. doi: 10.3141/1778-05.

McPeak, T.J., & Khazanovich, L. (1997). Backcalculation of asphalt-overlaid concrete pavements. In Proceedings of the Airfield Pavement Conference, (pp. 107-124).

Khazanovich, L., & Ioannides, A.M. (1993). Finite element analysis of slabs-on-grade using higher order subgrade soil models. In Airport Pavement Innovations Theory to Practice, (pp. 16-30).