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Enhancement of high-performance concrete properties with crushed dune sand addition: A sustainable approach for desert regions Cover

Enhancement of high-performance concrete properties with crushed dune sand addition: A sustainable approach for desert regions

Open Access
|Nov 2025

Figures & Tables

Figure 1

Experimental results of HPC in the fresh state.

Figure 2

Results of compressive strength from HPCs.

Figure 3

Results of tensile strength from HPCs.

Figure 4

Porosity accessible to water of concretes as a function of the FS rate and CDS.

Figure 5

UPV of concretes mixes.

Figure 6

Microstructural analysis of the reference HPC as well as those of HPCs including additions (SF and CDS).

Figure 7

(a) XRD pattern of the reference HPC (HPC0%), showing the main crystalline phases (Quartz, C3S, C2S, Portlandite). (b) XRD pattern of HPC containing crushed dune sand (HPC + CDS), with partial portlandite reduction and an intensified quartz peak at ∼26.5° (2θ). (c) X-diffraction patterns of the reference HPC as well as those of HPCs including additions (SF and CDS). (d) Superimposed XRD patterns: Comparison between the reference HPC and the HPCs including additions (SF and CSD).

Sclerometric index of the concretes tested_

Type of concreteHPC0% HPC5% CDS HPC10% CDS HPC15% CDS HPC5% SF HPC10% SF HPC15% SF
Rcavge 49.954.2355.7550.7859.4563.1566.01
Rc28 (MPA)52.156.2458.0353.1660.265.3368.89
Standard deviation2.22.012.282.380.752.182.88

Abbreviations for different concrete mixtures_

AbbreviationConcrete type
HPC0% Reference concrete without mineral additions
HPC5% SF Formulated with 5% of silica fume (SF)
HPC10% SF Formulated with 10% of silica fume (SF)
HPC15% SF Formulated with 15% of silica fume (SF)
HPC5% CDS Formulated with 5% of crushed dune sand (CDS)
HPC10% CDS Formulated with 10% of crushed dune sand (CDS)
HPC15% CDS Formulated with 15% of crushed dune sand (CDS)

Quality of concrete according to the speed of sound_

Type of concreteHPC0% HPC5% CDS HPC10% CDS HPC15% CDS HPC5% SF HPC10% SF HPC15% SF
Rc28 (MPA)52.156.2458.0353.1660.265.3368.89
V (m/s)3,6013,9684,0303,8004,2154,5224,612
Porosity accessible to water8.17.87.747.677.367.187.08
StrengthGoodGoodExcellentGoodExcellentExcellentExcellent

Formulation of the different HPC (kg/m3)_

Element (kg/m3)HPC
HPC0% HPC5% SF HPC5% CDS HPC10% SF HPC10% CDS HPC15% SF HPC15% CDS
Cement500475475450450425425
Crushed dune sand (CDS)25005075
Silica fume (SF)255075
Sand (S)720.26720.26720.26720.26720.26720.26720.26
Gravel (G)1050.221050.221050.221050.221050.221050.221050.22
Superplasticizer2%2%2%2%2%2%2%
Water (W)150150150150150150150
G/S1.461.461.461.461.461.461.46
W/C0.3000.3160.3160.3330.3330.3530.353
Density2417.002409.292412.962402.632408.942395.512404.93
DOI: https://doi.org/10.2478/msp-2025-0036 | Journal eISSN: 2083-134X | Journal ISSN: 2083-1331
Language: English
Page range: 173 - 188
Submitted on: Jun 16, 2025
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Accepted on: Oct 12, 2025
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Published on: Nov 19, 2025
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2025 Fatima Zahra Rennani, Said Zaouai, Abdelkadir Makani, Mohamed Rabehi, Rachid Rabehi, Amel Ali Alhussan, El-Sayed M. El-kenawy, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.