Abstract

Nanotechnology has provided enormous benefits to the industrial and developed world. Most fields of knowledge have been tapping, using, and applying the advantages of nanotechnology to improve systems and living standards. This cannot be said for civil engineering and construction particularly geotechnical engineering. Actually, soil mechanics have been involved with nano scale dimensions and materials for a very long time, i.e. before the term nanotechnology and nanomaterials were coined. From the basic clay structure and the water molecules which give rise to soil plasticity/cohesiveness, geotechnical engineers were exposed to these phenomena since the early days of the subject. Currently, developments in nanotechnology and nanomaterials in geotechnical engineering has been limited to its use as an improvement and clean-up materials. Recent results have shown that the use of a small amount of nanomaterials (<1% of dry weight of the original soil) have resulted in significant change and improvement in soil properties. This is important since efficient use of materials is one of the facets of sustainability related to prolonging the life of our depleting natural resources. Experiences with nano-soil, nano-clay, nano-silica, nano-alumina, nano-magnesium, carbon nanotube and nanofibers, and nano-lime will all be discussed with respect to its use in soil improvement and soil remediation.

Highlights

  • Developments in nanotechnology over the past 15 years has been fully tapped for its advantage by all fields of knowledge

  • Geotechnical engineers are amongst the earliest “nanotechnologist” in which in the past they have dealt with materials at nano sizes and phenomenon that operates at nano scale [1]

  • The nano-soil [11] was obtained by grinding a local soil

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Summary

Introduction

Developments in nanotechnology over the past 15 years has been fully tapped for its advantage by all fields of knowledge. One of the earliest related geotechnical publications was written by Bolt [2] who used the diffuse double layer to study the swelling pressures of clay Since these swelling pressure equations (Fig. 1) has been used by a number of other researchers, notably by Sridharan & Jayadeva [3], Komine & Ogata [4] & [5], Tripathy et al [6], Tripathy & Schanz [7], and Gurtug [8] to study clay behavior. This purpose of this paper to provide some latest developments on “nano’ related research works in geotechnical and geoenvironmental engineering. Nanoparticles are currently already a constituent of much used items [10], for example, skin lotion, and this provide some evidence for supporting the use of nanoparticles against toxicity claims

Nano-Soil
Nano-Clay
Nano-Lime
Nano-Alumina
Other Nanomaterials
Findings
Conclusion
Full Text
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