Determination of Representative Volume Elements for Pervious Concrete

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Title: Determination of Representative Volume Elements for Pervious Concrete

Author(s): Sarah C. Baxter, Katherine A. Acton, and Rita E. Lederle

Publication: Materials Journal

Volume: 117

Issue: 6

Appears on pages(s): 55-63

Keywords: pervious concrete; random microstructure; representative volume element

DOI: 10.14359/51728124

Date: 11/1/2020

Abstract:
Pervious concrete is a specialty concrete with a high pore volume fraction. The porosity and microstructure that give pervious concrete its characteristic permeability also limit aspects of performance, such as strength and durability. Microstructural parameters used in computational models of mechanical behavior can be quantified using image analysis. However, because pervious concrete has a random microstructure, measured values from a single image may not reflect the “effective” behavior of the material. The appropriate size of a sample, known as a Representative Volume Element (RVE), may vary depending on the parameter under consideration. In this work, six microstructural parameters are measured using image analysis. Average values of these parameters were calculated as a function of sample size to illustrate convergence to a representative value. Representative values from image analysis were also compared with experimentally measured porosity. Results suggest appropriate RVEs for porosity, specific surface area, characteristic length, mean free spacing, characteristic pore diameter, and interfacial perimeter.

Related References:

1. Chandrappa, A. K., and Biligiri, K. P., “Pervious Concrete as a Sustainable Pavement Material—Research Findings and Future Prospects: A State-of-the-Art Review,” Construction and Building Materials, V. 111, May, 2016, pp. 262-274. doi: 10.1016/j.conbuildmat.2016.02.054

2. Qin, Y., “A Review on the Development of Cool Pavements to Mitigate Urban Heat Island Effect,” Renewable & Sustainable Energy Reviews, V. 52, Dec, 2015, pp. 445-459. doi: 10.1016/j.rser.2015.07.177

3. Sumanasooriya, M. S., and Neithalath, N., “Stereology- and Morphology-Based Pore Structure Descriptors of Enhanced Porosity (Pervious) Concretes,” ACI Materials Journal, V. 106, No. 5, Sept.-Oct. 2009, pp. 429-438.

4. Underwood, E. E., Quantitative Stereology, Addison-Wesley Publishing, Reading, MA, 1970.

5. Huet, C., “Application of Variational Concepts to Size Effects in Elastic Heterogeneous Bodies,” Journal of the Mechanics and Physics of Solids, V. 38, No. 6, 1990, pp. 813-841. doi: 10.1016/0022-5096(90)90041-2

6. Ostoja-Starzewski, M., “Random Field Models of Heterogeneous Materials,” International Journal of Solids and Structures, V. 35, No. 19, 1998, pp. 2429-2455. doi: 10.1016/S0020-7683(97)00144-3

7. Zohdi, T. I., and Wriggers, P., An Introduction to Computational Micromechanics, Springer Science & Business Media, Berlin, Germany, 2008.

8. Ostoja-Starzewski, M.; Du, X.; Khisaeva, Z. F.; and Li, W., “Comparisons of the Size of the Representative Volume Element in Elastic, Plastic, Thermoelastic, and Permeable Random Microstructures,” International Journal for Multiscale Computational Engineering, V. 5, No. 2, 2007, pp. 73-82. doi: 10.1615/IntJMultCompEng.v5.i2.10

9. Du, X., and Ostoja-Starzewski, M., “On the Size of Representative Volume Element for Darcy Law in Random Media,” Proceedings - Royal Society. Mathematical, Physical and Engineering Sciences, V. 462, No. 2074, 2006, pp. 2949-2963. doi: 10.1098/rspa.2006.1704

10. He, X., and Wu, S., “Experimental Study on Size Effect in Strength of Pervious Concrete and Its Associated Factor,” Advanced Materials Research, V. 634-638, Jan. 2013, pp. 2684-2692. doi: 10.4028/www.scientific.net/AMR.634-638.2684

11. Akand, L.; Yang, M.; and Gao, Z., “Characterization of Pervious Concrete through Image Based Micromechanical Modeling,” Construction and Building Materials, V. 114, July, 2016, pp. 547-555. doi: 10.1016/j.conbuildmat.2016.04.005

12. Sumanasooriya, M. S.; Bentz, D. P.; and Neithalath, N., “Planar Image-Based Reconstruction of Pervious Concrete Pore Structure and Permeability Prediction,” ACI Materials Journal, V. 107, No. 4, July-Aug. 2010, pp. 413-421.

13. Dullien, F. A. L., Porous Media: Fluid Transport and Pore Structure, Academic Press, San Diego, CA, 2012.

14. Berryman, J. G., and Blair, S. C., “Kozeny–Carman Relations and Image Processing Methods for Estimating Darcy’s Constant,” Journal of Applied Physics, V. 62, No. 6, 1987, pp. 2221-2228. doi: 10.1063/1.339497

15. Torquato, S., Random Heterogeneous Materials: Microstructure and Macroscopic Properties, V. 16, Springer Science & Business Media, New York, 2013.

16. Garboczi, E. J.; Bentz, D. P.; and Martys, N. S., “1. Digital Images and Computer Modeling,” Experimental Methods in the Physical Sciences, V. 35, 1999, pp. 1-41. doi: 10.1016/S0076-695X(08)60412-3

17. Neithalath, N.; Weiss, J.; and Olek, J., “Characterizing Enhanced Porosity Concrete Using Electrical Impedance to Predict Acoustic and Hydraulic Performance,” Cement and Concrete Research, V. 36, No. 11, 2006, pp. 2074-2085. doi: 10.1016/j.cemconres.2006.09.001

18. Wang, J.; Meng, Q.; Zhang, L.; Zhang, Y.; He, B. J.; Zheng, S.; and Santamouris, M., “Impacts of the Water Absorption Capability on the Evaporative Cooling Effect of Pervious Paving Materials,” Building and Environment, V. 151, Mar, 2019, pp. 187-197. doi: 10.1016/j.buildenv.2019.01.033

19. Vlahinić, I.; Andò, E.; Viggiani, G.; and Andrade, J. E., “Towards a More Accurate Characterization of Granular Media: Extracting Quantitative Descriptors from Tomographic Images,” Granular Matter, V. 16, No. 1, 2014, pp. 9-21. doi: 10.1007/s10035-013-0460-6

20. Neithalath, N.; Sumanasooriya, M. S.; and Deo, O., “Characterizing Pore Volume, Sizes, and Connectivity in Pervious Concretes for Permeability Prediction,” Materials Characterization, V. 61, No. 8, 2010, pp. 802-813. doi: 10.1016/j.matchar.2010.05.004

21. Chung, S.-Y.; Han, T.-S.; Kim, S.-Y.; and Lee, T.-H., “Investigation of the Permeability of Porous Concrete Reconstructed Using Probabilistic Description Methods,” Construction and Building Materials, V. 66, Sept. 2014, pp. 760-770. doi: 10.1016/j.conbuildmat.2014.06.013

22. Hazlett, R. D., “Statistical Characterization and Stochastic Modeling of Pore Networks in Relation to Fluid Flow,” Mathematical Geology, V. 29, No. 6, 1997, pp. 801-822. doi: 10.1007/BF02768903

23. ACI Committee 522, “Report on Pervious Concrete (ACI 522R-10),” American Concrete Institute, Farmington Hills, MI, 2010, 38 pp.

24. ASTM C192/C192M-12, “Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory,” ASTM International, West Conshohocken, PA, 2019, 8 pp.

25. Nassiri, S.; Rangelov, M.; and Zhao, C., “Preliminary Study to Develop Standard Acceptance Tests for Pervious Concrete,” WA-RD 868.1, Washington State Transportation Center, Pullman, WA, 2017, 67 pp.

26. Rangelov, M.; Nassiri, S.; Haselbach, L.; and Englund, K., “Using Carbon Fiber Composites for Reinforcing Pervious Concrete,” Construction and Building Materials, V. 126, Nov, 2016, pp. 875-885. doi: 10.1016/j.conbuildmat.2016.06.035

27. Rodin, H. III; Rangelov, M.; Nassiri, S.; and Englund, K., “Enhancing Mechanical Properties of Pervious Concrete Using Carbon Fiber Composite Reinforcement,” Journal of Materials in Civil Engineering, ASCE, V. 30, No. 3, 2018, p. 04018012 doi: 10.1061/(ASCE)MT.1943-5533.0002207

28. ASTM D698-07Î1, “Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3 (600 kN-m/m3)),” ASTM International, West Conshohocken, PA, 2007, 13 pp.

29. ASTM C1754/C1754M-12, “Standard Test Method for Density and Void Content of Hardened Pervious Concrete,” ASTM International, West Conshohocken, PA, 2012, 3 pp.


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