Laboratory Characterization of The Load Transfer-Crack Width Relation for Innovative Short Concrete Slabs Pavements

Mauricio Pradena, Lambert Houben, Andrés César

Abstract


Aggregate interlock is the dominant load transfer mechanism in non-dowelled Jointed Plain Concrete Pavements, as the innovative short concrete slabs. Although the Load Transfer Efficiency of this pavement innovation is based on that mechanism, the structural design methods do not relate the Load Transfer Efficiency by aggregate interlock with its direct cause, which is the Crack Width under the joints. The objective of the present article is to characterise in the laboratory the Load Transfer Efficiency−Crack Width relation for innovative short slabs Jointed Plain Concrete Pavements. Additionally, as an alternative to large-scale laboratory tests to study the Load Transfer Efficiency, a practical test on a reduced scale is proposed. The results confirmed that short slabs Jointed Plain Concrete Pavements with high-quality aggregates are able to provide adequate Load Transfer Efficiency (above 70%) without dowels bars. Based on the laboratory results, complemented with previous field data, a Load Transfer Efficiency−Crack Width curve is proposed and made available for structural design methods of short slabs Jointed Plain Concrete Pavements. Finally, the laboratory test on a reduced scale is useful to develop specific Load Transfer Efficiency−Crack Width relations using standard equipment available in traditional concrete laboratories.


Keywords:

aggregate interlock; concrete pavements; crack width; joints; laboratory test; load transfer; pavement design; short slabs

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References


Arnold, S., Fleming, P., Austin, S., & Robins, P. (2005). A test method and deterioration model for joints and cracks in concrete slabs. Cement and Concrete Research, 35(12), 2371-2383. https://doi.org/10.1016/j.cemconres.2005.08.002

Bordelon, A. C., Roesler, J., & Hiller, J. E. (2009). Mechanistic-empirical design concepts for jointed plain concrete pavements in Illinois. Illinois Center for Transportation (ICT).

Brink, A. C., Horak, E., Strauss, P. J., Perry, B. D., & Visser, A. T. (2004). Improvement of aggregate interlock equation used in CNCPAVE. SATC 2004.

BS EN 1097-2:2010 Tests for Mechanical and Physical Properties of Aggregates. Methods for the Determination of Resistance to Fragmentation

BS EN 12620:2002+A1:2008 Aggregates for Concrete

Buch, N., Frabizzio, M. A., & Hiller, J. E. (2000). Impact of coarse aggregates on transverse crack performance in jointed concrete pavements. ACI Materials Journal, 97(3).

Byrum, C. R., Barton, P. J., D Rollings, R. S., Ioannides, A. M., Gemayel, C. A., & Tayabji, S. (2011). Joint Load Transfer in Concrete Airfield Pavements: Final Report. Innovative Pavement Research Foundation Report IPRF-01-G-002-05-2. Rosemont, IL.

Colley, B. E., & Humphrey, H. A. (1967). Aggregate interlock at joints in concrete pavements. Illinois: Portland Cement Association.

Concrete Society (2003). Concrete Industrial Ground Floors – a Guide to Design and Construction. Technical Report No. 34, 3rd ed, Crowthome, UK.

Covarrubias, J. P. (2012). Design of concrete slabs with optimized geometry and built-in curling effect on performance. In 10th International Conference on Concrete Pavements International Society for Concrete Pavements Holcim (Canada) Transports Quebec.

Covarrubias, T., Pablo, J., & Covarrubias, J. P. (2008). “TCP Design” for Thin Concrete Pavement. In 9th International Conference on Concrete Pavements International Society for Concrete Pavements Federal Highway Administration American Concrete Pavement Association.

Covarrubias, V., & Pablo, J. (2012). Design of concrete pavement with optimized slab geometry. Revista Ingeniería de Construcción 27(3), 181-197.

Davids, W. G., & Mahoney, J. P. (1999). Experimental verification of rigid pavement joint load transfer modeling with EverFE. Transportation Research Record, 1684(1), 81-89. https://doi.org/10.3141/1684-10

Dirección de Vialidad de Chile (2012). Difusión Nuevas Tecnologías y Especificaciones Técnicas Manual Anexo N°1: Método de Diseño de Pavimento de Hormigón con Losas de Espesor Optimizado. Ministerio de Obras Públicas, Santiago, Chile. (in Spanish)

Dirección de Vialidad de Chile. (2018). Manual de Carreteras. Ministerio de Obras Públicas, Santiago, Chile. (in Spanish)

Fowler, D. W., Allen, J. J., Lange, A., & Range, P. H. (2006). The prediction of coarse aggregate performance by micro-deval and other aggregate tests (No. ICAR 507-1F).

FP-14 Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects

Hanekom, A. C., Horak, E., & Visser, A. T. (2003, July). Comparison of South African and American aggregate interlock efficiency at concrete pavement joints. In 16th ASCE Engineering Mechanics Conference, Seattle, USA.

Harrison, D. J., & Bloodworth, A. J. (1994). Industrial minerals laboratory manual: construction materials; a report prepared for the Overseas Development Administration under the ODA-BGS Technology Development and Research Programme. Project 91-1. British Geological Survey.

Hiller, J. E. (2007). Development of mechanistic-empirical principles for jointed plain concrete pavement fatigue design (Doctoral dissertation, the University of Illinois at Urbana-Champaign)

Houben, L. J. M. (2006). Structural Design of Pavements. Part IV: Design of Concrete Pavements. Lecture notes CT4860. The Delft University of Technology. The Netherlands.

Hu, J., Fowler, D., Siddiqui, S., & Whitney, D. (2014). Feasibility study of two-lift concrete paving: technical report (No. FHWA/TX-14/0-6749-1). Texas Dept of Transportation. Research and Technology Implementation Office.

Innovative Pavement Research Foundation (2011). Joint load transfer in concrete airfield pavements: final report (Report No. IPRF-01-G-002-05-2)

Ioannides, A. M., & Korovesis, G. T. (1990). Aggregate interlock: a pure-shear load transfer mechanism. Transportation Research Record, (1286).

Jensen, E. A. (2001). Mechanism of load transfer-crack width relation in JPCP: Influence of coarse aggregate properties. In Seventh International Conference on Concrete Pavements. The Use of Concrete in Developing Long-Lasting Pavement Solutions for the 21st Century. International Society for Concrete Pavements (Vol. 2).

Maharjan, S., & Tamrakar, N. K. (2007). Evaluation of gravel for concrete and road aggregates, Rapti River, Central Nepal Sub-Himalaya. Bulletin of the Department of Geology, 10, 99-106. https://doi.org/10.3126/bdg.v10i0.1425

National Cooperative Highway Research Program (NCHRP) (2004). Guide for mechanistic-empirical design of new and rehabilitated pavement structures. National Cooperative Highway Research Program 1-37 A.

Neville, A. M. (1995). Properties of concrete (Vol. 4). London: Longman.

Nowlen, W. J. (1968). Influence of aggregate properties on effectiveness of interlock joints in concrete pavements.

OPSS.PROV 1002 Material Specification for Aggregates – Concrete

Pradena, M., & Houben, L. (2016). Sustainable pavements: correction factor for the modelling of crack width at joints of short slabs. International Multidisciplinary Scientific GeoConference: SGEM: Surveying Geology & Mining Ecology Management, 2, 245-251.

Pradena, M., & Houben, L. J. M. (2015). Analysis of the stress relaxation in plain concrete pavements. The Baltic Journal of Road and Bridge Engineering, 10(1), 46-53. https://doi.org/10.3846/bjrbe.2015.06

Pradena, M., & Houben, L. J. M. (2018). Load transfer-crack width relation of non-dowelled jointed plain concrete short slabs. The Baltic Journal of Road and Bridge Engineering, 13(1), 40–45. https://doi.org/10.3846/bjrbe.2018.388

Ramírez, L. C. (2010). Concrete Mixture Properties Affecting the Aggregate Interlock Mechanism of Joints and Cracks for Rigid Pavement Systems (Doctoral dissertation, University of Pittsburgh).

Roesler, J. R., Cervantes, V. G., & Amirkhanian, A. N. (2012). Accelerated performance testing of concrete pavement with short slabs. International Journal of Pavement Engineering, 13(6), 494-507. https://doi.org/10.1080/10298436.2011.575134

Salsilli, R., Wahr, C., Delgadillo, R., Huerta, J., & Sepúlveda, P. (2015). Field performance of concrete pavements with short slabs and design procedure calibrated for Chilean conditions. International Journal of Pavement Engineering, 16(4), 363-379. https://doi.org/10.1080/10298436.2014.943129

Söderqvist, J. (2006). Design of concrete pavements: design criteria for plain and lean concrete (Doctoral dissertation, KTH).

Stet, M. J. A., Leest, A., & Frénay, J. W. (2006, September). Dutch design tool for jointed and continuously reinforced concrete road pavements. In 10 the International Symposium on Concrete Roads, Brussels, Belgium.

Thompson, I. (2001). Use of steel fibres to reinforce cement bound roadbase (Doctoral dissertation, University of Nottingham)

Vandenbossche, J. M. (1999). Estimating potential aggregate interlock load transfer based on measurements of volumetric surface texture of fracture plane. Transportation Research Record, 1673(1), 59-63. https://doi.org/10.3141/1673-08

Wadkar, A., Mehta, Y., Cleary, D., Guo, E., Musumeci, L., Zapata, A., & Kettleson, W. (2011). Load-transfer efficiencies of rigid airfield pavement joints based on stresses and deflections. Journal of Materials in Civil Engineering, 23(8), 1171-1180. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000288

Walraven, J. C. (1980). Aggregate interlock: a theoretical and experimental analysis (Doctoral dissertation, The Delft University of Technology)

Wattar, S. W. (2002). Aggregate interlock behavior of large crack width concrete joints in PCC airport pavements (Doctoral dissertation, the University of Illinois at Urbana-Champaign)




DOI: 10.7250/bjrbe.2020-15.469

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