SHORT COMMUNICATION: TRENDS AND EFFECT OF CURING TIME ON APPLICATION OF MODIFIED JAPANESE FORMULATION ON LATERITE IN MALAYSIA

Authors

  • Nurul Asmak Faculty of Civil Engineering, UTM
  • Rini Asnida Abdullah

DOI:

https://doi.org/10.11113/mjce.v38.26740

Keywords:

Laterite, Curing time, Modified Japanese traditional formulation, Tataki, Characteristics

Abstract

Laterite can be found in many locations in Malaysia, including peninsular and west Malaysia. Despite their abundance in nature, laterites, particularly those with high clay mineral content, are very reluctant to show good strength and under load with the presence of water. As a result, their bearing capacity is also low and difficult to blend with their role in construction. Traditional Japanese techniques, especially tataki, are known for their use in floor finishes at the entrance with kneading and certain formulations for mixing. However, recently, there is an improving formulation and their adoption to clay soil in Japan. Therefore, this study proposed the implementation of a modified Japanese traditional formulation, and the effect of curing time on laterite in Malaysia. Geochemical and mechanical properties of laterite soil, including shrinkage, pH, moisture content, strain at failure, unconfined compressive strength (UCS), and bulk density, were determined. The proposed mechanism of chemical reactions was also included. Laboratory tests were conducted based on the curing effect up to 182 days. The results revealed that curing time significantly affected moisture (range 38.12-32.26%), UCS (range 156.71-1524.38kPa), strain at failure and shrinkage (p < 0.05) but did not influence the pH value on the laterite sample (p > 0.05), respectively[R3.1][NA4.1]. Kinetic study showed that the formulation followed zero- and first-order rules from low to high water holding capacity. From the study, the use of improving Japanese formulation is effective in addressing laterite soil issues and selecting the best soil formulation. Furthermore, the soil’s strength improved significantly within 182 days of curing, making it suitable for utilization as a material for the improvement of soil. 

References

[1] Buchanan F 1807. Journey from Madras through the countries of Mysore. Canara and Malabar. J. Jetley. New Delhi

[2] Panton WP 1956. Types of Malayan laterite and factors affecting their distribution. Proceedings,6th into Congo Soil Science, Paris, 419-423.

[3] Sivarajasingham S, Alexander LT, Lady JG & Cline MG 1962. Laterite. Advances in Agronomy, 14: 1-60.

[4] Eyles RJ 1970 Physiographic Implications of Laterite in West Malaysia. Geological Society of Malaysia, Bulletin 3: 1 – 7

[5] Paramananthan S & Tharmarajan M 1983. Laterite soil of Peninsular Malaysia. Geological Society of Malaysia, Bulletin 16: 87 – 97.

[6] Santha KG, Saini, PK, Rajesh Deoliya, Aman Kumar Mishra, & Negi SK 2022. Characterization of laterite soil and its use in construction applications: A review. Resources, Conservation & Recycling Advances, 16: 200120, DOI: https://doi.org/10.1016/j.rcradv.2022.200120.

[7] Rashidi O, Wan SHWS, Zainul MB, Lukman HM & Khairusy SH-YH 2019. Influences of laterite soil towards physico-chemical properties and heavy metals concentration in urban lake quality index. Desalination and Water Treatment, 163: 398–403, DOI: 10.5004/dwt.2019.24208.

[8] Ali MAE, Mohd AMI, & Khaled IAE 2023. Geotechnical performance of tropical laterite soil using palm oil fuel ash and activator magnesium oxide stabilizer. Physics and Chemistry of the Earth, 129: 103293. DOI: https://doi.org/10.1016/j.pce.2022.103293.

[9] Masanori S 2016. A practice procedure for making the “tataki” cube: a learning program on Japanese traditional architectural material, 4th International Conference, Mukogawa Women’s Univ., Nishinomiya, Japan, Proceedings.

[10] Akiko H, Ren K, Nurul AML & Takashi T 2025. Effect of anionic surfactant on strength development in tataki made of acid clay contribution, Geotropika 2024: 38-45, DOI: https://doi.org/10.1007/978-981-96-6072-8_4

[11] Asma ABM & Samiha ABA 2022 Effect of curing time and temperature on the resistance of bulging soil treated with lime, Conference, 1-12.

[12] De Windt L, Deneele D, & Maubec N (2014) Kinetics of lime/bentonite pozzolanic reactions at 20 and 50 C: Batch tests and modeling. Cement and Concrete Research, 59: 34-42.

[13] Diamond S & Kinter EB 1965 Mechanisms of soil-lime stabilization. Highway Research Record, 92: 83-102.

[14] Rozo G, Bohorques L, & Santamaría J (2019) Controlled release fertilizer encapsulated by a κ-carrageenan hydrogel. Polímeros: Ciência e Tecnologiam, 29(3): e2019033. DOI: https://doi.org/10.1590/0104-1428.02719.

[15] Nurul AML, Nozieana K & Ida IM (2024) Synergistic Effect of Different Amounts of Selenomethionine and Encapsulation of Vitamin E and Its Influence in Controlling Vitamin E Release. International Journal of Advanced Research in Food Science and Agricultural Technology, 3(1): 24-41. DOI: https://doi.org/10.37934/fsat.3.1.2441a.

[16] Katarzyna H & Malgorzata S 2014. The effect of polysorbate 20 on solubility and stability of Candesartan Cilexetil in dissolution media. AAPS PharmSciTech, 15(5): 1116-1125, DOI:10.1208/s12249-014-0109-8.

[17] Yasuo S, Masahito H & Koichi H 2002. Use of tween 20 as a substrate for essay of lipase activity in soils. Soil Science and Plant Nutrition, 48(5): 729-734. DOI: https://doi.org/10.1080/00380768.2002.10409263.

[18] Rizal NHA, Hezmi MA, Razali R, Wahab NA, Roshan MJ, Rashid ASA & Hasbollah, DZA 2021. Effects of lime on the compaction characteristics of lateritic soil in UTM, Johor. IOP Conference. Series: Earth and Environmental Science, 971: 012031, DOI: 10.1088/1755-1315/971/1/012031.

[19] Roslizayati R, Ahmad SAR, Muhammad AH, Mohammad JR, Nur SSZ, Diana CL, & Noor SAR 2022. Experimental study on mechanical behaviour of laterite soil treated with quicklime, Journal of Mechanical Engineering, 11(1): 109-122. DOI: https://doi.org/10.24191/jmeche.vllill.23592.

[20] Mridula D, Julia B, Frank H, Michaela B & Patrick G 2020. Acidic and alkaline hydrolysis of polysorbates under aqueous conditions: Towards understanding polysorbate degradation in biopharmaceutical formulations. European Journal of Pharmaceutical Sciences, 144: 105211. DOI: https://doi.org/10.1016/j.ejps.2019.105211.

[21] Jiang Y, Ying Z, Liu F, Jiang C, Wang S, & Deng Y 2025. Long-term performance of lime-treated soil and chemical reaction identification, Journal of Rock Mechanics and Geotechnical Engineering, 17: 5146-5154. DOI: https://doi.org/10.1016/j.jrmge.2025.04.009.

[22] Wahab NA, Rashid ASA, Roshan MJ, Rizal NHA, Yunus NZM, Hezmi MA, & Tadza MYM 2021. Effects of Cement on the Compaction Properties of Lateritic Soil. IOP Conference. Series: Materials Science and Engineering, 1153: 012015. DOI: 10.1088/1757-899X/1153/1/012015.

[23] Mohammad JR, Muhammad AH,Ahmad SAR, Rafi U, & Arshad U 2022. Characterization of lateritic soil based on literature and lab testing. PREPRINT (Version 1) available at Research Square. DOI: https://doi.org/10.21203/rs.3.rs-1977542/v1.

[24] Nuru ZK, Elsaigh WA, & Kearsley EP 2025. Characteristics of Laterite Soil for Potential Geopolymer Applications. Minerals, 15(7): 719. DOI: https://doi.org/10.3390/min15070719.

[25] Mezie EO, Nwaiwu CMO, Nwakaire CM, & Onah EU 2025. Strength and durability assessment of lateritic soil stabilized with partial blend of calcium‑based and agro‑based additives for flexible pavement layers. Discover Civil Engineering. 2: 112. DOI: https://doi.org/10.1007/s44290-025-00270-4.

[26] Sridhar HN, Shiva KG, Ramaraju HK, Shreyashree & Poornachandra P 2026. Enhancing the properties of lateritic soil using industrial waste as an alternative to cement in pavement construction. Discover Materials. 6: 5. DOI: https://doi.org/10.1007/s43939-025-00443-z.

[27] Mohammad AR, & Nik NND 2022. Fly ash stabilized lateritic soil as subbase material: A review. Earth Sciences Malaysia (ESMY). 6(1): 15-23.

[28] Ahlinhan MF, Djenou BD, Yamonche JA, & Tokpanou L 2025. Performance and durability of laterite soil stabilized with geopolymer binder made from local bio-sourced materials for road construction. Journal of Applied Engineering Sciences. 15(28): 183-194

Downloads

Published

2026-07-27

Issue

Section

Articles