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Experimental study on the utilization of dune sands as a construction material in the area between Jeddah and Mecca, Western Saudi Arabia

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Abstract

Due to the arid continental climatic conditions, about 37 % of Saudi Arabia is covered by desert sands. These sands are mostly dynamic and cause environmental problems. However, these huge quantities of dune sands are considered important natural resources of fine aggregate construction materials. The studied dune sands are predominantly coarse, medium and fine sands with average percentages of 2.4, 19.97 and 76.28 %, respectively, with scarce percents of silt and clay-size particles (around 1 %). The fineness modulus (FM) values of these sands vary from 0.98 to 1.02. Therefore, it is necessary to improve their gradation and textural characters by adding well-graded, crushed fine aggregates to produce an acceptable level of gradation. Mineralogically, the studied dune sands are mainly composed of quartz (88 %), feldspars (9 %) and a negligible amount of carbonates (2.2 %). The workability and compressive strength values of both cement mortar and concrete of the studied dune sands were found to decrease abruptly at dune sand contents >50 %. Finally, the studied dune sands are acceptable as fine aggregates for both concrete and mortar when they do not exceed 50 % of the total volume of fine aggregates at a constant mix ratio of 2:1:3 (water:cement:fine aggregates) and 1:2:4:6 (water:cement:fine aggregates: coarse aggregates), respectively, for cement mortar and concrete.

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References

  • Abu Seif ES (2013a) Assessing the engineering properties of concrete made with fine dune sands: an experimental study. Arab J Geosci 6:857–863

    Article  Google Scholar 

  • Abu Seif ES (2013b) Performance of cement mortar made with fine aggregates of dune sand, Kharga Oasis, Western Desert, Egypt: an experimental study. Jordan J Civil Eng 7(3):270–284

    Google Scholar 

  • Abu Seif ES (2014) Geotechnical approach to evaluate natural fine aggregates concrete strength, Sohag Governorate, Upper Egypt. Arab J Geosci. doi:10.1007/s12517-014-1705-3

    Google Scholar 

  • Ahn N (2000) An experimental study on the guidelines for using higher contents of aggregate microfines in Portland cement concrete. Ph.D., University of Texas at Austin

  • Al-Abdul Wahhab HI, Abduljauwad SN (1989) A study of soil stabilization in the Eastern Province of Saudi Arabia. In: Proceedings of the 1st IRF World Meeting, 3:117–20

  • Al-Abdul Wahhab HI, Asi IM (1997) Improvement of marl and dune sand for highway construction in arid areas. Build Environ 32(3):271–279

    Article  Google Scholar 

  • Al-Fredan MA (2008) Sand dune and Sabkha vegetation of Eastern Saudi Arabia. Int J Botany 3(2):196–204

    Article  Google Scholar 

  • Al-Harthi AA (2002) Geohazard assessment of sand dunes between Jeddah and Al-Lith, western Saudi Arabia. Environ Geol 42:360–369

    Article  Google Scholar 

  • Al-Harthy AS, Abdel Halim M, Taha R, Al-Jabri KS (2007) The properties of concrete made with fine dune sand. Constr Build Mater 21:803–1808

    Article  Google Scholar 

  • Alhozaimy A, Jaafar MS, Al-Negheimish A, Abdullah A, Taufiq-Yap YH, Noorzaei J, Alawad OA (2012) Properties of high strength concrete using white and dune sands under normal and autoclaved curing. Constr Build Mater 27:218–222

    Article  Google Scholar 

  • Al-Sanad HA, Bindra SP (1984) Soil mechanics for road engineers in Arabian Peninsula. Kuwait University, Kuwait

    Google Scholar 

  • Al-Sanad HA, Ismael NF, Nayfeh AJ (1993) Geotechnical properties of dune sands in Kuwait. Eng Geol 34:45–52

    Article  Google Scholar 

  • Amjad AR (1989) Planning responses to Aeolian Hazards in Arid Regions. J King Saud Univ. 1, Architecture and Planning, Riyadh 59–74

  • ASTM C128 (1993) Standard test method for specific gravity and absorption of fine aggregate. ASTM C 128, American Society for Testing and Materials, ASTM specification, Philadelphia

  • ASTM C469 (1994) Standard test method for static modulus of elasticity and Poisson’s Ratio of concrete in compression. American Society for Testing and Materials, ASTM specification, Philadelphia

  • ASTM C33 (2003) Standard specification for concrete aggregates. American Society for Testing and Materials, ASTM specification, Philadelphia

  • ASTM D2419-95 (1998) Standard test method for sand equivalent value of soils and fine aggregate. American Society for Testing and Materials, Philadelphia 1103–1187

  • Basista M, Weglewski W (2008) Micromechanical modelling of sulphate corrosion in concrete: influence of ettringite forming reaction. Theor Appl Mech Belgrade 35(1–3):29–52

    Article  Google Scholar 

  • Bell FG (2007) Engineering Geology, 2nd edn, Butterworth-Heinemann is an imprint of Elsevier, p 581

  • Biczok I (1972) Concrete corrosion concrete protection. Akademiai Kiado, Budapest

    Google Scholar 

  • Dumitru I, Zdrilic T, Crabb R (1999) Methylene blue adsorption value (MBV). Is it a rapid test method for the assessment of rock quality? Proceedings, 43rd Annual Conference of the Institute of Quarrying, Australia

  • El Sayed MI (1999) Sedimentological characteristics and morphology of the aeolian sand dunes in the eastern part of the UAE: a case study from Ar Rub’ Al Khali. J Sediment Geol 123:219–238

    Article  Google Scholar 

  • Elipe MGM, López-Querol S (2014) Aeolian sands: characterization, options of improvement and possible employment in construction–The State-of-the-art. Constr Build Mater 73:728–739

    Article  Google Scholar 

  • Ferraris CF (1998) Measurement of the rheological properties of high performance concrete: state of the art report. J Res Natl Inst Stand 104(5):461–477

    Article  Google Scholar 

  • Folk RL (1968) Petrology of sedimentary rocks. Hemphill’s, Drawer M. University Station, Austin

    Google Scholar 

  • Galloway JE Jr (1994) Grading, shape and surface properties. ASTM special technical publication No. 169C, Philadelphia, 401–410

  • Garcia-Diaz E, Riche J, Bulteel D, Vernet C (2006) Mechanism of damage for the alkali silica reaction. Cem Concr Res 36:395–400

    Article  Google Scholar 

  • Garzanti E, Vermeesch P, Andò S, Vezzoli G, Valagussa M, Allen K, Kadi KA, Al-Juboury AIA (2013) Provenance and recycling of Arabian desert sand. Earth Sci Rev 120:1–19

    Article  Google Scholar 

  • Gillott JE (1980) Properties of aggregates affecting concrete in North America. Q J Eng Geol Hydrog 13(4):289–303

    Article  Google Scholar 

  • Hjulstrøm F (1935) Studies of the morphological activity of rivers as illustrated by the River Fyris. Bull Geol Inst Univ Upps 25:221–527

    Google Scholar 

  • Hjulstrøm F (1939) Transportation of debris by moving water, in Trask, P.D., ed., Recent Marine Sediments. A Symposium: Tulsa, Oklahoma, American Association of Petroleum Geologists, Tulsa, Oklahoma, 5–31

  • Hudson B (1999) Modification to the fine aggregate angularity test. In: Proceedings, Seventh Annual International Center for Aggregates Research Symposium, Austin, TX

  • Khan IH (1982) Soil studies for highway construction in arid zones. Eng Geol 19:47–62

    Article  Google Scholar 

  • Langer WH (1993) Natural Aggregates of the Conterminous United States, U.S. Geological Survey Bulletin No. 1594, 2nd Printing

  • Larrard De et al (1997) A new rheometer for soft-to-fluid fresh concrete. ACI Mater J 94(12):234

    Google Scholar 

  • Maiti SC, Agarwal RK (2009) Concrete and its quality. Indian Concr J 20–27

  • Marzouk H, Langdon S (2003) The effect of alkali-aggregate reactivity on the mechanical properties of high and normal strength concrete. Cem Concr Compos 25:549–556

    Article  Google Scholar 

  • Mazaheri MR, Mahmoodabadi M (2012) Study on infiltration rate based on primary particle size distribution data in arid and semiarid region soils. Arab J Geosci 5:1039–1046

    Article  Google Scholar 

  • Mehta PK, Monteiro PJMM (2006) Concrete-structure, properties and materials, 3rd edn. McGraw-Hill, New York

    Google Scholar 

  • Metha PK (1978) Effect of chemical additions on the alkali-silica expansion. In: Proceedings of the 4th International Conference on the Effect of Alkalies in Cement and Concrete. Publication No. CE-Mat-1-78, School of Civil Engineering Purdue University, USA, 229–234

  • Moore TA, Al-Reaili MH (1989) Geologic map of the Makkah quadrangle, sheet 21D, Kingdom of Saudi Arabia, Ministry of Petroleum and Mineral Resources. Deputy Ministry for Mineral Resources Publication. Jeddah,

    Google Scholar 

  • Multon S, Sellier A, Cyr M (2009) Chemo–mechanical modeling for prediction of alkali silica reaction (ASR) expansion. Cem Concr Res 39:490–500

    Article  Google Scholar 

  • Neville AM (1995) Properties of concrete, 4th edn. Longman Scientific & Technical Ltd. ISBN:0-582-23070-5

  • Paphitis D (2001) Sediment movement under unidirectional flows: an assessment of empirical threshold curves. Coast Eng 43(3):227–245

    Article  Google Scholar 

  • Postma H (1967) Sediment transport and sedimentation in the estuarine environment, vol 83. Estuaries, AAAS, Washington D.C, pp 158–179

    Google Scholar 

  • Powers MC (1953) A new roundness scale for sedimentary particles. J Sediment Petrol 23:117–119

    Article  Google Scholar 

  • Powers TC (1968) Properties of fresh concrete. Wiley, New York, p 654

  • Rocco CG, Elices M (2009) Effect of aggregate shape on the mechanical properties of a simple concrete. Eng Fract Mech 76:286–298

    Article  Google Scholar 

  • Sabatini FH (1984) O processo construtivo de edifícios de alvenaria estrutural sílicocalcário. Thesis of Master of Science, University of São Paulo, São Paulo

  • Shields A (1936) Anwendung der Aehnlichkeitsmechanik und der Turbulenzforschung auf die Geschiebebewegung. Mitteilung der Preussischen Versuchsanstalt fur Wasserbau und Schiffbau, Heft 26, Berlin. Belin

  • Shilstone JM (1999) The aggregate: the most important value-adding component in concrete. proceedings, 7th Annual International Center for Aggregates Research Symposium, Austin, Texas

  • Skalny J, Marchand J, Odler I (2002) Sulphate attack on concrete. Spon Press, London 230p

    Google Scholar 

  • Smith RC (1979) Materials and construction, 3rd edn. Mc-Graw-Hill Inc, United States of America, p 94

    Google Scholar 

  • Sundborg A (1956) The River Klarålven: chapter 2. The morphological activity of flowing water erosion of the stream bed. Geogr Ann 38:165–221

    Google Scholar 

  • Swenson EG, Gillott JE (1964) Alkali–carbonate rock reaction. Highway Res Rec 45:21–40

    Google Scholar 

  • Terzaghi K, Peck RB (1968) Soil mechanics in engineering practice. Wiley, New York

    Google Scholar 

  • USGS (United States Geological Survey) (1963) Geologic map of the Arabian Peninsula (scale 1:2,000,000)

  • Wilby CB (1991) Concrete materials and structures. Cambridge University Press, Cambridge

    Google Scholar 

  • Yool AIG, Lees TP, Fried A (1998) Improvements to the methylene blue dye test for harmful clay in aggregates for concrete and mortar. Cem Concr Res 28(10):1417–1428

    Article  Google Scholar 

Download references

Acknowledgments

This project was funded by the Deanship of Scientific Research (DSR), King Abdulaziz University, Jeddah, under grant no. 93-145-1434. The authors, therefore, acknowledge and thank the Deanship of Scientific Research (DSR) for technical and financial support. Also, the authors wish to acknowledge Prof. Dr. Martin Gordon Culshaw (Editor-in-Chief of the Bulletin of Engineering Geology and the Environment) and the two anonymous reviewers for insightful comments and criticism that improved the original manuscript.

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Correspondence to El-Sayed Sedek Abu Seif.

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Abu Seif, ES.S., Sonbul, A.R., Hakami, B.A.H. et al. Experimental study on the utilization of dune sands as a construction material in the area between Jeddah and Mecca, Western Saudi Arabia. Bull Eng Geol Environ 75, 1007–1022 (2016). https://doi.org/10.1007/s10064-016-0855-9

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