PhD, University of Illinois at Urbana Champaign
de Salles, L.S., & Khazanovich, L. (2021). Local Calibration of Pavement Mechanistic-Empirical Faulting Reliability using Pavement Management Data. TRANSPORTATION RESEARCH RECORD, 2675(9), 251-264.SAGE Publications. doi: 10.1177/03611981211001392.
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 Nature. doi: 10.1007/s42947-020-1198-2.
Li, H., & Khazanovich, L. (2021). PITTRIGID ME: Simplified Mechanistic-Empirical Design Tool for Pennsylvania Rigid Pavements Design and Analysis. JOURNAL OF TRANSPORTATION ENGINEERING PART B-PAVEMENTS, 147(4), 04021052.American Society of Civil Engineers (ASCE). doi: 10.1061/JPEODX.0000307.
Sen, S., & Khazanovich, L. (2021). A self-contained element for modeling crack propagation in beams. ENGINEERING FRACTURE MECHANICS, 242, 107460.Elsevier. doi: 10.1016/j.engfracmech.2020.107460.
Sen, S., & Khazanovich, L. (2021). Limited application of reflective surfaces can mitigate urban heat pollution. Nat Commun, 12(1), 3491.Springer Nature. doi: 10.1038/s41467-021-23634-7.
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.Taylor & Francis. 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.Taylor & Francis. 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. 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. 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.Taylor & Francis. 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.Taylor & Francis. 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. 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, 11(8), 800-812.Airiti Press. 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. 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. 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. 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.Taylor & Francis. 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.Taylor & Francis. 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.Taylor & Francis. 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), 247-255.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., & Nam, T. (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.Taylor & Francis. 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.Taylor & Francis. 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. 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.Taylor & Francis. 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.Informa UK Limited. 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.Taylor & Francis. 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. 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).
Da S. Pereira, D., 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.Taylor & Francis. doi: 10.1080/10298430600798895.
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.Taylor & Francis. doi: 10.1080/10298430600800287.
Khazanovich, L., Yut, I., Tompkins, D., & Schultz, A. (2006). Accelerated loading testing of stainless steel hollow tube dowels. RIGID AND FLEXIBLE PAVEMENT DESIGN 2006, 1947(1947), 101-109.SAGE Publications. doi: 10.3141/1947-10.
Roesler, J., & Khazanovich, L. (2006). Editorial. International Journal of Pavement Engineering, 7(4), 231.Taylor & Francis. doi: 10.1080/10298430600966195.
Beckemeyer, C.A., Khazanovich, L., & Yu, H.T. (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. (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. (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).
Buettner, N., Khazanovich, L., & Vandenbossche, J. (2020). Reconsidering shoulder type for low volume concrete roads. In Advances in Materials and Pavement Performance Prediction II - Contributions to the 2nd International Conference on Advances in Materials and Pavement Performance Prediction, AM3P 2020, (pp. 12-15).
Salles, L.S., Khazanovich, L., & Balbo, J.T. (2020). Short continuously reinforced concrete pavement structural model. In Advances in Materials and Pavement Performance Prediction II - Contributions to the 2nd International Conference on Advances in Materials and Pavement Performance Prediction, AM3P 2020, (pp. 93-96).
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(1), (p. 110003).AIP Publishing. 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(1), (p. 040003).AIP Publishing. 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(1), (p. 020017).AIP Publishing. 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(1), (p. 020007).AIP Publishing. 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(1), (pp. 83-93).AIP Publishing. 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).Taylor & Francis. 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 (ASCE). 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. (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).SAGE Publications. doi: 10.3141/1947-15.
Darter, M., Khazanovich, L., Yu, T., & Mallela, J. (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).SAGE Publications. 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. (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).SAGE Publications. 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. (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. (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. (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., & Yu, H.T. (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.
Khazanovich, L., Selezneva, O.I., Yu, H.T., & Darter, M.I. (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.
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).