Issues and Challenges of Sustainability in Soft Ground Construction

Authors

  • Fatin Hamizah Samni Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Malaysia Author
  • Dinesh Gunasegar Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Malaysia Author
  • Dayang Zulaika Abang Hasbollah Centre of Tropical Engineering, Universiti Teknologi Malaysia, Johor Bahru, Malaysia Author
  • Bakhtiar Affandy Othman Centre of Tropical Engineering, Universiti Teknologi Malaysia, Johor Bahru, Malaysia Author

DOI:

https://doi.org/10.70028/cpir.v1i2.52

Keywords:

Sustainability, Geosynthetics , Recycled Materials , Microbial-Induced Calcite , Precipitation (MICP)

Abstract

Soft ground construction often presents significant challenges, such as low bearing capacity, high compressibility, and a high susceptibility to settlement. These geotechnical issues can lead to instability, costly maintenance, and safety concerns if not addressed appropriately. In recent years, attention has increasingly shifted towards incorporating sustainable materials and innovative construction techniques to address these problems more effectively while minimizing environmental impacts. This paper reviews and analyzes three sustainable approaches in geotechnical applications for soft soils: the use of recycled materials, the implementation of geosynthetics, and the application of microbial-induced calcite precipitation (MICP) techniques. Recycled materials, including industrial by-products such as steel slag and fly ash, offer an eco-friendly alternative to conventional fill, reducing waste disposal while improving soil strength. Geosynthetics, including geotextiles, geogrids, and geomembranes, provide reinforcement, separation, and drainage functions, thereby enhancing stability and service life. MICP, a bio-mediated ground improvement technique, promotes calcite precipitation within soil pores, increasing stiffness and reducing permeability without relying on conventional cement-based binders. In addition to these sustainability-focused approaches, this review presents a comparative assessment of three case studies addressing embankment construction over soft ground. The first case study examines wick drains and counterweight fills at Salamanga, Mozambique, for accelerated consolidation and stability improvement. The second investigates geosynthetic reinforcement combined with floating pile walls in Egypt, highlighting settlement reduction and economic savings through optimized design. The third explores lightweight fill materials and preloading techniques for shallow soil strata in urban environments. A critical comparison of these methods is provided in terms of feasibility, applicability, cost-effectiveness, geotechnical performance, and environmental sustainability. The paper concludes with practical insights and recommendations for integrating sustainable solutions into soft ground construction, offering valuable guidance for future infrastructure projects in challenging soil conditions. 

Downloads

Download data is not yet available.

References

N. Rosli, R. Saad, N. Rahman, and N. A. Ismail, “Soft soils: A study on their electrical resistivity values and geotechnical properties (porosity, SPT and particle size distribution),” Warta Geologi, vol. 46, no. 3, p. 186, 2020. doi: http://dx.doi.org/10.7186/wg463202002

J. Shen, Y. Xu, J. Chen, and Y. Wang, “Study on the stabilization of a new type of waste solidifying agent for soft soil,” Materials, vol. 12, no. 5, p. 826, 2019. doi: http://dx.doi.org/10.3390/ma12050826

S. Almuaythir, M. S. I. Zaini, M. Hasan, and M. I. Hoque, “Sustainable soil stabilization using industrial waste ash: Enhancing expansive clay properties,” Heliyon, vol. 10, 2024. doi: http://dx.doi.org/10.1016/j.heliyon.2024.e39124

T. B. Edil and P. J. Bosscher, “Engineering properties of tire chips and soil mixtures,” Geotech. Test. J., vol. 17, no. 4, pp. 453–464, Dec. 1994.

N. Tatlisoz, T. B. Edil, and C. H. Benson, “Interaction between reinforcing geosynthetics and soil-tire chip mixtures,” J. Geotech. Geoenviron. Eng., vol. 124, no. 11, pp. 1109–1119, 1998.

L. Liu, G. Cai, J. Zhang, X. Liu, and K. Liu, “Evaluation of engineering properties and environment effect of recycled waste tire-sand/soil in geotechnical engineering: A compressive review,” Renew. Sustain. Energy Rev., vol. 126, p. 109831, 2020. doi: http://dx.doi.org/10.1016/j.rser.2020.109831

M. M. Ahmad et al., “Stabilization of lateritic soil using fly ash based geopolymer,” Arch. Metall. Mater., vol. 69, no. 3, pp. 1165–1173, 2024. doi: http://dx.doi.org/10.24425/amm.2024.150939

M. O. Karkush and S. Yassin, “Using sustainable material in improvement the geotechnical properties of soft clayey soil,” J. Eng. Sci. Technol., vol. 15, no. 4, pp. 2208–2222, 2020.

M. Hasan and N. K. Samadhiya, “Soft soils improvement by granular piles reinforced with horizontal geogrid strips,” Int. J. Geotech. Eng., 2016. doi: http://dx.doi.org/10.1080/19386362.2016.1252139

X. Luo, Z. Lu, H. Yao, J. Zhang, and W. Song, “Experimental study on soft rock subgrade reinforced with geocell,” Road Mater. Pavement Des., 2021. doi: http://dx.doi.org/10.1080/14680629.2021.1948907

Z. H. Faleih, A. S. A. Al-Gharbawi, and H. H. Baqir, “The behaviour of the tunnel reinforced with geogrid in soft soil under the effect of axial load,” Civ. Eng. J., vol. 10, no. 8, 2024. doi: http://dx.doi.org/10.28991/CEJ-2024-010-08-04

S. Arpajirakul, W. Pungrasmi, and S. Likitlersuang, “Efficiency of microbially-induced calcite precipitation in natural clays for ground improvement,” Constr. Build. Mater., vol. 282, 2021. doi: http://dx.doi.org/10.1016/j.conbuildmat.2021.122722

M. M. Rahman et al., “State-of-the-art review of microbial-induced calcite precipitation and its sustainability in engineering applications,” Sustainability, vol. 12, no. 15, 2020. doi: http://dx.doi.org/10.3390/su12156281

J. Z. Xiao et al., “Microbial‐induced carbonate precipitation for strengthening soft clay,” Adv. Mater. Sci. Eng., vol. 2020, 2020. doi: http://dx.doi.org/10.1155/2020/8140724

B. Liu et al., “Bio-remediation of desiccation cracking in clayey soils through microbially induced calcite precipitation (MICP),” Eng. Geol., 2020. doi: http://dx.doi.org/10.1016/j.enggeo.2019.105389

A. S. Fouladi, A. Arulrajah, J. Chu, and S. Horpibulsuk, “Application of microbially induced calcite precipitation (MICP) technology in construction materials: A comprehensive review of waste stream contributions,” Constr. Build. Mater., 2023. doi: http://dx.doi.org/10.1016/j.conbuildmat.2023.131546

M. Umar, K. A. Kassim, and K. T. P. Chiet, “Biological process of soil improvement in civil engineering: A review,” J. Rock Mech. Geotech. Eng., vol. 8, no. 5, 2016. doi: http://dx.doi.org/10.1016/j.jrmge.2016.02.004

V. S. Whiffin, Microbial CaCO₃ Precipitation for the Production of Biocement, Ph.D. dissertation, Murdoch Univ., 2004.

J. Liu, G. Li, and X. A. Li, “Geotechnical engineering properties of soils solidified by microbially induced CaCO₃ precipitation (MICP),” Adv. Civ. Eng., vol. 2021, no. 1, 2021. doi: http://dx.doi.org/10.1155/2021/6683930

Downloads

Published

2025-11-12

Issue

Section

Articles

How to Cite

Issues and Challenges of Sustainability in Soft Ground Construction. (2025). Current Problems in Research, 1(2), Pp. 122-134. https://doi.org/10.70028/cpir.v1i2.52

Most read articles by the same author(s)

Similar Articles

You may also start an advanced similarity search for this article.