Cracking Evaluation of Semi-Flexible Mixture Comparison Sustainable Modified Cementitious Grout | ||
| Kerbala Journal for Engineering Sciences | ||
| Article 8, Volume 1, Issue 2, December 2021, Pages 216-232 PDF (565.04 K) | ||
| Document Type: Research Article | ||
| Authors | ||
| Karrar Mohsen* 1; Shakir Al-Busaltan2; Mustafa Amoori Kadhim2 | ||
| 1Department of Civil Engineering, College of Engineering, University of Kerbala, Karbala, iraq | ||
| 2Department of Civil Engineering, College of Engineering, University of Kerbala, Karbala, Iraq. | ||
| Abstract | ||
| Semi-flexible pavement (SFP) get high importance in recent years due to its high traffic load capacity. Its strength, rutting resistance, and component structure have been explored comprehensively in think. In any case, understanding its cracking execution and instrument is restricted. To this end, this paper assesses the cracking execution of the SFP mixture by utilizing the indirect tensile strength test (ITS). Both ITS monotonic and tensile strength ratio TSR tests are utilized to characterize the cracking resistance of SFP mixtures with several kinds of grout materials. Ordinary Portland Cement (OPC), silica fume (SF), palm frond waste ash (PFWA), superplasticizer (SP), and water are all used in a sustainable modified grout which incorporate w-LDPE (waste-low density polyethene) modified asphalt binder. ITS comes about to appear that the addition of 10% PFWA is the best grout content to be used for cracking resistance for SFP. The cracking resistance of sustainable modified cementitious grout and modified asphalt binder used for SFP is profoundly influenced by grout ingredient sorts, dosage and properties. | ||
| Keywords | ||
| Cracking; indirect tensile strength; tensile strength ratio; modified asphalt binder; palm frond waste ash | ||
| References | ||
|
[1] Afonso, M.L., et al., Development of a semi-flexible heavy duty pavement surfacing incorporating recycled and waste aggregates–Preliminary study. 2016. 102: p. 155-161.
[2] Oliveira, M., et al., Modulation of pentylenetetrazol-induced seizures by prostaglandin E2 receptors. 2008. 152(4): p. 1110-1118.
[3] Zoorob, S., K. Hassan, and A. Setyawan, Cold mix, cold laid semi-flexible grouted macadams, mix design and properties, in Performance of Bituminous and Hydraulic Materials in Pavements. 2017, Routledge. p. 105-112.
[4] Ding, Q.J., et al. The performance analysis of semi-flexible pavement by the volume parameter of matrix asphalt mixture. in Advanced Materials Research. 2011. Trans Tech Publ.
[5] Ling, T.-Q., et al., The Application of Semi-Flexible Pavement on Heavy Traffic Roads. 2009. 2(5(.
[6] Cai, X., et al., Damage analysis of semi-flexible pavement material under axial compression test based on acoustic emission technique. 2020. 239: p. 117773.
[7] Koting, S., H. Mahmud, and M.R. Karim. Influence of superplasticizer type and dosage on the workability and strength of cementitious grout for semi-flexible pavement application. in Proceedings of the Eastern Asia Society for Transportation Studies Vol. 6 (The 7th International Conference of Eastern Asia Society for Transportation Studies, 2007). 2007. Eastern Asia Society for Transportation Studies.
[8] Alrshoudi, F., M.J.A.J.f.S. Alshannag, and Engineering, Suitability of Palm Frond Waste Ash as a Supplementary Cementitious Material. 2020. 45(10): p. 7967-7974.
[9] Al-Juruf, R., et al., Development of heat insulating materials using date palm leaves. 1988. 11(3): p. 158-164.
[10] The Central Statistical Organization Iraq CSO, T.I.M.o.P., 2019, 2019.
[11] specification, I., Iraqi specification No. 5 (1984), "Portland cement" the Central Agency for Standardization and Quality Control. 1984.
[12] Hlail, S.H., S. Al-Busaltan, and A.M. Shaban. Durability Evaluation: Sustainable Semi-flexible Pavement Mixtures. in IOP Conference Series: Materials Science and Engineering. 2021. IOP Publishing.
[13] ASTM, ASTM Standard Specification for Chemical Admixtures for Concrete. 2015.
[14] LYKSOR, 2016.
[15] Anderton, G.L., Engineering properties of resin modified pavement (RMP) for mechanistic design. 2000, Engineer Research and Development Center Vicksburg Ms Geotechnical Lab.
[16] ASTM, ASTM D7964 Standard Practice for Open-Graded Friction Course (OGFC) Mix Design. American Aociety for Testing Material. West Conshohocken, PA, United States. 2013.
[17] ASTM, ASTM D5-D5M - 13 'Standard test method for penetration of bituminous materials'. 2013.
[18] ASTM, ASTM D 36 – 95 (Reapproved 2000) 'Standard test method for softening point of bitumen (ring-and-ball apparatus)'. 2009.
[19] ASTM, ASTM D 113 - 07 'Standard test method for ductility of bituminous materials'. 2007.
[20] ASTM, ASTM D92-05 'Standard Test Method for Flash and Fire Points by Cleveland Open Cup Tester'. 2005.
[21] ASTM, ASTM D70 - 09'Standard Test Method for Density of Semi-Solid Bituminous Materials (Pycnometer Method)'. 2009.
[22] ASTM, ASTM D1754/D1754M − 09 (Reapproved 2014) 'Standard test method for effects of heat and air on asphaltic materials (Thin-Film Oven Test)'. 2014.
[23] Zhang, H., et al., Physical, rheological and chemical characterization of aging behaviors of thermochromic asphalt binder. 2018. 211: p. 850-858.
[24] Polacco, G., et al., Asphalt modification with different polyethylene-based polymers. 2005. 41(12): p. 2831-2844.
[25] AL-YASARY, R., CHARACTERIZING OF MODIFIED OPEN GRADE FRICTION COURSE WITH SUSTAINABLE MATERIALS. 2020.
[26] Ajileye, F.V.J.G.J.o.R.I.E., Investigations on microsilica (silica fume) as partial cement replacement in concrete. 2012. 12(1-E).
[27] Koting, S., et al., Effects of using silica fume and polycarboxylate-type superplasticizer on physical properties of cementitious grout mixtures for semiflexible pavement surfacing. 2014. 2014.
[28] ASTM, ASTM C 109/C 109M Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using2-in. or [50-mm] Cube Specimens). 2005.
[29] Institute, A.I.J.A., MS-2 asphalt mix design methods. 2014, Lexington Kentucky, USA.
[30] ASTM, ASTM Standard Test Method for Theoretical Maximum Specific Gravity and Density of Bituminous Paving Mixtures. D2041, American Aociety for Testing Material. West Conshohocken, PA, United States . 2015.
[31] Pei, J., et al., Design and performance validation of high-performance cement paste as a grouting material for semi-flexible pavement. 2016. 126: p. 206-217.
[32] ASTM, ASTM Standard Test Method for Indirect Tensile (IDT) Strength of Bituminous Mixtures. D6931, American Aociety for Testing Material. West Conshohocken, PA, United States . 2012.
[33] Mardani-Aghabaglou, A., et al., Comparison of fly ash, silica fume and metakaolin from mechanical properties and durability performance of mortar mixtures view point. 2014. 70: p. 17-25.
[34] Zhang, J., et al., Formulation and performance comparison of grouting materials for semi-flexible pavement. 2016. 115: p. 582-592.
[35] Sengoz, B., E.J.B. Agar, and environment, Effect of asphalt film thickness on the moisture sensitivity characteristics of hot-mix asphalt. 2007. 42(10): p. 3621-3628.
[36] Tandon, V., N. Vemuri, and S. Nazarian. Evaluation of environmental conditioning system for predicting moisture susceptibility of asphalt concrete mixtures. in Transportation Research Board, 75th Annual Meeting, Washington DC. 1996.
[37] ASTM, ASTM Standard Test Method for Effect of Moisture on Asphalt Concrete Paving Mixtures. D4867/D4867M, American Aociety for Testing Material. West Conshohocken, PA, United States . 2014.
[38] GSRB, GSRB General Specifications for Roads and Bridges, SECTION R9. Iraq . 2003. | ||
|
Statistics Article View: 230 PDF Download: 155 |
||