Lightweight Plastic-Cellular Concrete Block (LPCCB) for Construction Applications over Peat Ground

Authors

  • Nur Elya Mashitah Bing Irwan Sutno Department of Civil Engineering Technology, Faculty of Engineering Technology, Universiti Tun Hussein Onn Malaysia, Kampus Pagoh 84600 Muar, Johor, Malaysia
  • Min Jie Cheng Department of Civil Engineering Technology, Faculty of Engineering Technology, Universiti Tun Hussein Onn Malaysia, Kampus Pagoh 84600 Muar, Johor, Malaysia
  • Tuan Noor Hasanah Tuan Ismail Sustainable Engineering Technology Research Centre (SETechRC), Faculty of Engineering Technology, Universiti Tun Hussein Onn, Kampus Pagoh 84600 Muar, Johor, Malaysia
  • Nurul Hidayah Roslan Department of Civil Engineering Technology, Faculty of Engineering Technology, Universiti Tun Hussein Onn Malaysia, Kampus Pagoh 84600 Muar, Johor, Malaysia
  • Riffat Shaheed Civil Engineering and Building Construction, Unitec Institute of Technology Auckland, New Zealand
  • Muhammad Syazwan Zakaria Oakville Development Sdn Bhd, Pejabat Penyelenggaraan, Pejabat Kerajaan SPR, Pusat Pentadbiran Kerajaan Persekutuan, 62100 Putrajaya, WP Putrajaya, Malaysia

Keywords:

Lightweight fill block, plastic, cellular concrete, rubber-sand mixture, foam agent

Abstract

The rapid infrastructure development has forced construction over peat ground, causing a rising need for innovative construction solutions without replacing the existing soil. This paper aims to investigate an alternative lightweight fill material derived from by-products as a substitute for the unsustainable and expensive soil replacement method. This study incorporates recycled plastic bottles filled with rubber-sand mixtures as the primary structural component within a cellular concrete matrix, referred to as Lightweight Plastic-Cellular Concrete Block (LPCCB). The study was divided into three experimental phases to assess the mechanical and physical performance of the proposed lightweight fill block: (1) bottle structure containing various rubber-sand mixtures, (2) cellular concrete mix design, and (3) LPCCB developed based on findings from Phases 1 and 2. The results demonstrate that the densities of filled plastic bottle structures increased in a linear trend with the increase in sand content in the bottle structures. The study found that the 75R25S rubber-sand mixture exhibited the greatest compressive strength (6.40 MPa), with a density less than 1000 kg/m3. The cellular concrete properties showed that the compressive strength continued to decrease with the increase in foam content, consistently demonstrating a decrease in both density and compressive strength, while also increasing porosity and water absorption. In the final phase, the fabrication of LPCCB has used foam agents of 0.5, 1.0, and 3%. The findings showed that utilising foam more than 1% led to structural failure. Overall, it can be concluded that the rubber-sand mixture plays an important role in terms of density and strength, and that the 0.5% foam agent creates a solid and sturdy grasp of the plastic bottle. This research adds to more sustainable construction designs and applications, combining both recycled plastic and rubber waste to make it a structural material with a lightweight approach, with no negative impact on the environment in soft soil conditions, including peatlands.

Author Biographies

Nur Elya Mashitah Bing Irwan Sutno, Department of Civil Engineering Technology, Faculty of Engineering Technology, Universiti Tun Hussein Onn Malaysia, Kampus Pagoh 84600 Muar, Johor, Malaysia

mashitah6600@gmail.com

Min Jie Cheng , Department of Civil Engineering Technology, Faculty of Engineering Technology, Universiti Tun Hussein Onn Malaysia, Kampus Pagoh 84600 Muar, Johor, Malaysia

mjcheng0526@gmail.com

Tuan Noor Hasanah Tuan Ismail, Sustainable Engineering Technology Research Centre (SETechRC), Faculty of Engineering Technology, Universiti Tun Hussein Onn, Kampus Pagoh 84600 Muar, Johor, Malaysia

hasanah@uthm.edu.my

Nurul Hidayah Roslan, Department of Civil Engineering Technology, Faculty of Engineering Technology, Universiti Tun Hussein Onn Malaysia, Kampus Pagoh 84600 Muar, Johor, Malaysia

nhidayahr@uthm.edu.my

Riffat Shaheed, Civil Engineering and Building Construction, Unitec Institute of Technology Auckland, New Zealand

rshaheed@unitec.ac.nz

Muhammad Syazwan Zakaria, Oakville Development Sdn Bhd, Pejabat Penyelenggaraan, Pejabat Kerajaan SPR, Pusat Pentadbiran Kerajaan Persekutuan, 62100 Putrajaya, WP Putrajaya, Malaysia

ts.muhdsyazwan.zakaria.spr@gmail.com

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Published

2025-10-28

How to Cite

Bing Irwan Sutno, N. E. M., Cheng , M. J., Tuan Ismail, T. N. H., Roslan, N. H., Shaheed, R., & Zakaria, M. S. (2025). Lightweight Plastic-Cellular Concrete Block (LPCCB) for Construction Applications over Peat Ground . Semarak International Journal of Civil and Structural Engineering, 6(1), 53–67. Retrieved from https://semarakilmu.my/index.php/sijcse/article/view/832

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Articles