A common physical technique assessed for improving expansive clays is by the addition of natural fibres to the soil. A good understanding of the impact of stabilisation using fibres on the clay soil’s constituents, microfabric, and pore structure is, however, required. Mixtures of clay and fibre, regardless of type or extent, can never change the natural composition of the clay. Even the smallest part must still consist of spaces with clay with the original physical properties and mineralogy. This suggests that, although the mixture may show beneficial physical changes over the initial clay soil, its spatial attributes in terms of mineralogical characteristics, remain unchanged. This paper discusses some of the fundamentals that are not always adequately considered or addressed in expansive clay research, aiming to improve the focus of current and future research investigations. These include the process, mechanics, and implications of chemical and physical soil treatment as well as the concept of moisture equilibration.
Article navigation
1 November 2025
Research Article|
June 09 2025
Fundamentals of minimising expansive clay damage to roads
Phil Paige-Green
;
Consultant,
Paige-Green Consulting
, Pretoria, South Africa
Corresponding author Phil Paige-Green (Paigegreenconsult@gmail.com)
Search for other works by this author on:
Martin Mgangira
Martin Mgangira
Consultant,
Mgangira Associates
, Pretoria, South Africa
Search for other works by this author on:
Corresponding author Phil Paige-Green (Paigegreenconsult@gmail.com)
Publisher: Emerald Publishing
Received:
February 09 2025
Accepted:
May 06 2025
Online ISSN: 1755-0769
Print ISSN: 1755-0750
© 2025 Emerald Publishing Limited
2025
Emerald Publishing Limited
Licensed re-use rights only
Proceedings of the Institution of Civil Engineers - Ground Improvement (2025) 178 (5): 337–341.
Article history
Received:
February 09 2025
Accepted:
May 06 2025
Citation
Paige-Green P, Mgangira M (2025), "Fundamentals of minimising expansive clay damage to roads". Proceedings of the Institution of Civil Engineers - Ground Improvement, Vol. 178 No. 5 pp. 337–341, doi: https://doi.org/10.1680/jgrim.25.00021
Download citation file:
New and popular articles
Suggested Reading
Evaluation of mechanical properties and durability of biopolymer-cement-treated silty sand
Environmental Geotechnics (August,2026)
Study on mechanical properties and microscopic mechanism of MICP-modified expansive soil
Environmental Geotechnics (September,2025)
Effects of reinforcing granular columns with fibres generated from plastic bottle waste
Geotechnical Research (September,2022)
Multi-functional performance of biopolymers and biocement in stabilisation of road bases
Proceedings of the Institution of Civil Engineers - Construction Materials (September,2022)
Mechanical behaviour of polypropylene–sand composites reinforced with natural fibres
Proceedings of the Institution of Civil Engineers - Ground Improvement (June,2025)
Related Chapters
STEEL MICRO-FIBRE REINFORCED HIGH STRENGTH
Role of Concrete In Sustainable Development: Proceedings of the International Symposium dedicated to Professor Surendra Shah, Northwestern University, USA held on 3–4 September 2003 at the University of Dundee, Scotland, UK
POSSIBILITIES OF OPTICAL FIBRE SENSORS TO MONITOR STRENGTH IN CONCRETE STRUCTURES
Repair and Renovation of Concrete Structures: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–6 My 2005
On horizontal variability in lime-cement columns in deep mixing
Risk and Variability in Geotechnical Engineering
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
