International Peer-Reviewed Journal•Open Access•ISSN 2456-8880
irejournals@gmail.com•+91-7433024337

Home / Current Issue / Paper 1723858

1723858 Vol 10 · Issue 4 Download Paper

Compressive Strength and Workability of Concrete Containing Rice Husk Ash with a Constant 2% Palm Kernel Shell Ash as Partial Cement Replacement

Yahaya Watafua Shadrach Best Nicholas

Subject area: Science,Engineering and Technology  ·  Area of research: Civil Engineering Materials

Abstract

The production of Ordinary Portland Cement (OPC) is energy-intensive, costly and a major source of carbon dioxide emissions, while rice husks and palm kernel shells are commonly disposed of by open burning in Nigeria. This study evaluated the workability and compressive strength of concrete in which cement was partially replaced by Rice Husk Ash (RHA) at 5%, 10%, 15% and 20% together with a constant 2% Palm Kernel Shell Ash (PKSA), relative to a plain OPC control. The RHA was calcined at 600 °C and the PKSA incinerated at 350–750 °C, and both were passed through a 75 µm sieve. A nominal 1:2:4 mix with a water–binder ratio of 0.50, targeting a characteristic strength of 25 N/mm² (C25), was used to cast thirty 100 mm cubes, which were water-cured and tested at 7, 14 and 28 days. Slump decreased progressively from 70 mm for the control to 60 mm at 20% RHA, but all mixes remained within the S2 consistence class. The mix containing 10% RHA and 2% PKSA gave the highest mean 28-day strength of 38.22 N/mm², 14.8% above the control (33.30 N/mm²), and strength declined at higher RHA contents. All mixes exceeded the C25 target at 28 days and had densities of 2220–2370 kg/m³, typical of normal-weight concrete. Analysis of variance showed a significant effect of mix composition on 28-day strength (p = 0.028). A blend of 10% RHA and 2% PKSA is recommended as the optimum among the levels studied, subject to confirmation with larger samples and durability testing.

Keywords

compressive strength; palm kernel shell ash; rice husk ash; supplementary cementitious materials; workability

References

[1] Asuzu CC, Chukwuezie OC, Ehumadu CN, Ufomba CJ. Investigation of the strength and workability of composite material (palm kernel shells and rice husks) as substitute to granite in concrete. ISA J Eng Technol. 2026;3(1):121–127. https://doi.org/10.5281/zenodo.18761680

[2] Oriola KO, Raheem AA, Kareem MA, Abdulwahab R. Assessment of workability and compressive strength of rice husk ash-blended palm kernel shell concrete. LAUTECH J Civil Environ Stud. 2021;7(1):100–115. https://doi.org/10.36108/laujoces/1202.70.0101

[3] Manap N, Azman NAN, Alshehhi FAST, Albastaki AAMA, Jingzhi C. Strength and microstructure of lightweight concrete with palm kernel shell and rice husk ash substitutions: A technological conciliation for facilities management. IOP Conf Ser Earth Environ Sci. 2025;1548(1):012020. https://doi.org/10.1088/1755-1315/1548/1/012020

[4] Philips ES, Mutuku RN, Mwero JN. Effects of palm kernel shell and rice husk ash as partial replacements of normal weight aggregate and ordinary Portland cement in concrete. Eur Int J Sci Technol. 2017;6(8):42–54.

[5] Paul SC, Mbewe PBK, Kong SY, Šavija B. Agricultural solid waste as source of supplementary cementitious materials in developing countries. Materials. 2019;12(7):1112. https://doi.org/10.3390/ma12071112

[6] Barbhuiya S, Das BB, Adak D, Rajput A, Katare V. Rice husk ash in structural concrete: Influence on strength, durability and sustainability. Discover Concrete Cement. 2025;1:14. https://doi.org/10.1007/s44416-025-00013-9

[7] Bheel N, Abro AW, Shar IL, Dayo AA, Shaikh S, Shaikh ZH. Use of rice husk ash as cementitious material in concrete. Eng Technol Appl Sci Res. 2019;9(3):4209–4212. https://doi.org/10.48084/etasr.2746

[8] Fapohunda C, Akinbile B, Shittu A. Structure and properties of mortar and concrete with rice husk ash as partial replacement of ordinary Portland cement – A review. Int J Sustain Built Environ. 2017;6(2):675–692. https://doi.org/10.1016/j.ijsbe.2017.07.004

[9] Hasan NMS, et al. Integration of rice husk ash as supplementary cementitious material in the production of sustainable high-strength concrete. Materials. 2022;15(22):8171. https://doi.org/10.3390/ma15228171

[10] ASTM International. ASTM C618-23 Standard specification for coal ash and raw or calcined natural pozzolan for use in concrete. West Conshohocken: ASTM International; 2023.

[11] Li C, Mei X, Dias D, Cui Z, Zhou J. Compressive strength prediction of rice husk ash concrete using a hybrid artificial neural network model. Materials. 2023;16(8):3135. https://doi.org/10.3390/ma16083135

[12] Ismail MH, Megat Johari MA, Ariffin KS, Jaya RP, Wan Ibrahim MH, Yugashini Y. Performance of high strength concrete containing palm oil fuel ash and metakaolin as cement replacement material. Adv Civil Eng. 2022;2022:6454789. https://doi.org/10.1155/2022/6454789

[13] Kilani AJ, Ikotun BD, Abdulwahab R. A holistic review on the structural performance of concrete incorporating palm kernell and coconut shells: An approach to waste management and production of sustainable green composite. Discover Appl Sci. 2026;8:205. https://doi.org/10.1007/s42452-025-07988-x

[14] Miah MJ, Miah MS, Mughal H, Hasan NMS. Mitigating environmental impact through the use of rice husk ash in sustainable concrete: Experimental study, numerical modelling, and optimisation. Materials. 2025;18(14):3298. https://doi.org/10.3390/ma18143298

[15] ASTM International. ASTM C330/C330M-23 Standard specification for lightweight aggregates for structural concrete. West Conshohocken: ASTM International; 2023.

[16] Babatola O. Influence of selected curing techniques on compressive strength of concrete from palm kernel shell ash and ordinary Portland cement. J Archit Environ Struct Eng Res. 2021;4(3):1–8. https://doi.org/10.30564/jaeser.v4i3.3315

[17] British Standards Institution. BS EN 197-1:2011 Cement – Part 1: Composition, specifications and conformity criteria for common cements. London: BSI; 2011.

[18] British Standards Institution. BS 1377-2:1990 Methods of test for soils for civil engineering purposes – Part 2: Classification tests. London: BSI; 1990.

[19] British Standards Institution. BS 812-103.1:1985 Testing aggregates – Part 103: Methods for determination of particle size distribution – Section 103.1: Sieve tests. London: BSI; 1985.

[20] British Standards Institution. BS EN 12390-2:2019 Testing hardened concrete – Part 2: Making and curing specimens for strength tests. London: BSI; 2019.

[21] British Standards Institution. BS EN 12350-2:2019 Testing fresh concrete – Part 2: Slump test. London: BSI; 2019.

[22] British Standards Institution. BS EN 12390-4:2019 Testing hardened concrete – Part 4: Compressive strength – Specification for testing machines. London: BSI; 2019.

[23] British Standards Institution. BS EN 12390-3:2019 Testing hardened concrete – Part 3: Compressive strength of test specimens. London: BSI; 2019.

[24] British Standards Institution. BS EN 206:2013+A2:2021 Concrete – Specification, performance, production and conformity. London: BSI; 2021.

[25] American Concrete Institute. ACI 116R-00 Cement and concrete terminology. Farmington Hills: ACI; 2000.

How to cite this paper

Yahaya Watafua, Shadrach Best Nicholas "Compressive Strength and Workability of Concrete Containing Rice Husk Ash with a Constant 2% Palm Kernel Shell Ash as Partial Cement Replacement" Iconic Research And Engineering Journals Volume 10 Issue 4 2026 Page 1284-1297
Yahaya Watafua, Shadrach Best Nicholas "Compressive Strength and Workability of Concrete Containing Rice Husk Ash with a Constant 2% Palm Kernel Shell Ash as Partial Cement Replacement" Iconic Research And Engineering Journals, vol. 10, no. 4, Oct. 2026
Yahaya Watafua, Shadrach Best Nicholas (2026). Compressive Strength and Workability of Concrete Containing Rice Husk Ash with a Constant 2% Palm Kernel Shell Ash as Partial Cement Replacement. Iconic Research And Engineering Journals, 10(4).
Yahaya Watafua, Shadrach Best Nicholas "Compressive Strength and Workability of Concrete Containing Rice Husk Ash with a Constant 2% Palm Kernel Shell Ash as Partial Cement Replacement" Iconic Research And Engineering Journals, vol. 10, no. 4, Oct. 2026.
@article{1723858,
      author = {Yahaya Watafua, Shadrach Best Nicholas},
      title = {Compressive Strength and Workability of Concrete Containing Rice Husk Ash with a Constant 2% Palm Kernel Shell Ash as Partial Cement Replacement},
      journal = {Iconic Research And Engineering Journals},
      year = {2026},
      volume = {10},
      number = {4},
      pages = {1284-1297},
      issn = {2456-8880},
      url = {https://www.irejournals.com/formatedpaper/1723858.pdf},
      abstract = {The production of Ordinary Portland Cement (OPC) is energy-intensive, costly and a major source of carbon dioxide emissions, while rice husks and palm kernel shells are commonly disposed of by open burning in Nigeria. This study evaluated the workability and compressive strength of concrete in which cement was partially replaced by Rice Husk Ash (RHA) at 5%, 10%, 15% and 20% together with a constant 2% Palm Kernel Shell Ash (PKSA), relative to a plain OPC control. The RHA was calcined at 600 °C and the PKSA incinerated at 350–750 °C, and both were passed through a 75 µm sieve. A nominal 1:2:4 mix with a water–binder ratio of 0.50, targeting a characteristic strength of 25 N/mm² (C25), was used to cast thirty 100 mm cubes, which were water-cured and tested at 7, 14 and 28 days. Slump decreased progressively from 70 mm for the control to 60 mm at 20% RHA, but all mixes remained within the S2 consistence class. The mix containing 10% RHA and 2% PKSA gave the highest mean 28-day strength of 38.22 N/mm², 14.8% above the control (33.30 N/mm²), and strength declined at higher RHA contents. All mixes exceeded the C25 target at 28 days and had densities of 2220–2370 kg/m³, typical of normal-weight concrete. Analysis of variance showed a significant effect of mix composition on 28-day strength (p = 0.028). A blend of 10% RHA and 2% PKSA is recommended as the optimum among the levels studied, subject to confirmation with larger samples and durability testing.},
      keywords = {compressive strength; palm kernel shell ash; rice husk ash; supplementary cementitious materials; workability},
      month = {October},
  }