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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.
Experimental results of HPC in the fresh state.

Figure 2

Results of compressive strength from HPCs.
Results of compressive strength from HPCs.

Figure 3

Results of tensile strength from HPCs.
Results of tensile strength from HPCs.

Figure 4

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

Figure 5

UPV of concretes mixes.
UPV of concretes mixes.

Figure 6

Microstructural analysis of the reference HPC as well as those of HPCs including additions (SF and CDS).
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).
(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
Accepted on: Oct 12, 2025
Published on: Nov 19, 2025
Published by: Wroclaw University of Science and Technology
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.