The strength behaviour of cement-treated clay at different moisture content and curing time
List of Authors
  • Nur Fasihah Mohd Azizi , Siti Nooraiin Mohd Razali

Keyword
  • proctor test, unconfined compression test, cement, strength

Abstract
  • This study involves the study on the properties of clay samples from Pagoh at natural state and stabilized state with Portland cement. The main objective of the study is to identify the unconfined compression strength of original and stabilized clay at different moisture content and curing time. The tests carried out include proctor test, moisture content and unconfined compression test (UCT). Therefore, clay was mixed with Portland cement at a concentration of 10 % by weight of dry soil for the proctor test. The original and stabilized samples were tested in an UCT at different curing period of 14 and 28 days. At the end, the actual result shows that the unconfined compressive strength of the stabilized clay is higher than the original. It is believed that the value of strength is highly affected by the different moisture content and curing time. Therefore, the control of water content and treatment time is essential to produce a strong and safe foundation for any construction purpose. As a result, new stabilization methods to prevent landslides in natural and developed quick clay slopes will be developed. In conclusion, cement stabilization improves the workability of clay.

Reference
  • 1. Braja M. Das, Soil compaction, in: Principles of Geotechnical Engineering, USA: Cengage Learning, 2010.

    2. Cristelo N. et al., “Influence of fibre reinforcement on the post-cracking behaviour of a cement- stabilised sandy-clay subjected to indirect tensile stress,” Construction and Building Materials, vol.138, pp. 163–173, 2017, doi:10.1016/j.conbuildmat.2017.02.010

    3. Jaritngam S. and Swasdi S, “Improvement for soft soil by soil-cement mixing in Soft Soil,” Proceedings of the Fourth International Conference on Soft Soil Engineering, Vancouver, Canada, October 4 – 6, pp. 637-640, 2006.

    4. Mohamad N. O. et al., “Challenges in construction over soft soil-case studies in Malaysia,” In IOP conference series: materials science and engineering, vol. 136, no. 1, pp. 012002, 2016.

    5. Rahmat M. N and Ismail N. ‚“Effect of optimum compaction moisture content formulations on the strength and durability of sustainable stabilised materials,” Applied Clay Science, vol. 157, pp. 257–266, 2018, doi:10.1016/j.clay.2018.02.036.