Wadi gravel – a new concrete aggregate in Qatar: Part 1 – investigation, processing and trials

Author:

Hassan Khaled1ORCID,Reid Murray2ORCID,Sims Ian3,Al-Kuwari Mohammed bin Saif4ORCID,Attia Mohamed5ORCID,Sediq Ahmed6ORCID,Al-Naemi Abdulrahman7

Affiliation:

1. Infrastructure Research & Development, Doha, Qatar

2. Infrastructure Research and Development, Glasgow, UK

3. RSK Environment Limited, Hemel Hempstead, UK

4. Environment and Municipal Studies Institute, Ministry of Municipality and Environment, Doha, Qatar

5. Faculty of Engineering, Zagazig University, Zagazig, Egypt

6. Quality and Conformity Department, Qatar Standards, Doha, Qatar

7. Private Engineering Office, Doha, Qatar

Abstract

In hot desert regions, attention is turning to local sources of aggregate that were previously regarded as ‘too difficult' to exploit. This paper describes an investigation of such a deposit in Qatar. The material, known as Wadi gravel, is a gravelly sand of Tertiary age cemented by gypsum. A field survey found the gravel content to be in the range of 10 to 20%. As-dug samples had excessively high sulfate content, which could not be removed with conventional aggregate operations. However, intensive treatment in a local sand-processing plant using multi-stage crushing, screening and washing reduced the sulfate to acceptable levels. Petrographic analysis was carried out to identify rock types potentially susceptible to Alkali Silica Reaction (ASR). Trial concrete mixes using the processed Wadi gravel were found to produce satisfactory C40 and C60 concrete. Full-scale building trials were constructed to demonstrate the practicality of using the gravel and assess in-service performance. The smooth surface and rounded particles of Wadi gravel improved the concrete workability and strength, and durability-related properties were similar to concrete made with imported gabbro. Strata similar to Wadi gravel occur widely in hot desert regions and could be useful sources of coarse and fine aggregate for concrete.

Publisher

Geological Society of London

Subject

Earth and Planetary Sciences (miscellaneous),Geology,Geotechnical Engineering and Engineering Geology

Reference46 articles.

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3. ASTM C1202 2012. Standard Test Method for Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration. ASTM International, USA.

4. ASTM C123 2014. Standard Test Method for Lightweight Particles in Aggregate. ASTM International, USA.

5. ASTM C142 2017. Standard Test Method for Clay Lumps and Friable Particles in Aggregates. ASTM International, USA.

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Potential Utilization of Alternative Construction Materials in Qatar, in lieu of Conventional Washed Sand;The International Conference on Civil Infrastructure and Construction;2023-02

2. Wadi gravel – a new concrete aggregate in Qatar: Part 2 –Alkali aggregate reactivity;Quarterly Journal of Engineering Geology and Hydrogeology;2019-10-30

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