The results of an experimental investigation involving the partial replacement of Portland cement with industrial by-products (IBPs) in grout suitable for suspension-type permeation grouting are described. Four suspension grouts were investigated in this study. Ordinary Portland cement and Portland cement with a 10% partial replacement by bentonite were used as controls. Two grouts containing IBPs were also tested with a 50% partial replacement by pulverised fuel ash (PFA) and ground granulated blastfurnace slag (GGBS). The results of this study clearly demonstrate that the use of IBPs, especially PFA, can enhance both fresh grout properties and the properties of permeated soil. Partial replacements with PFA reduced the apparent viscosity of the grout by an average of 13% compared with replacements with bentonite, while GGBS reduced the apparent viscosity of the grout on average by 25%. Partial replacement with PFA also yielded superior groutability results due to the combination of a lower apparent viscosity and a finer cement gradation compared with replacements with bentonite. Replacement of Portland cement with PFA also improved the grouted properties of the soil, with a decrease in the coefficient of permeability of 20% being obtained compared with replacements with bentonite.
Article navigation
November 2016
Research Article|
July 06 2016
Using IBPs to improve the geotechnical properties of soil
James O'Connor, BE, MSc;
James O'Connor, BE, MSc
Design Engineer
Department of Civil, Structural and Environmental Engineering, Trinity College Dublin, Dublin, Ireland (corresponding author: james.oconnor@arup.com)
Search for other works by this author on:
Trevor Orr, BA, BAI, PhD, CEng, FICE, FIEI
Trevor Orr, BA, BAI, PhD, CEng, FICE, FIEI
Professor
Department of Civil, Structural and Environmental Engineering, Trinity College Dublin, Dublin, Ireland
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
December 23 2015
Accepted:
June 14 2016
Online ISSN: 1755-0769
Print ISSN: 1755-0750
ICE Publishing: All rights reserved
2016
Proceedings of the Institution of Civil Engineers - Ground Improvement (2016) 169 (4): 286–296.
Article history
Received:
December 23 2015
Accepted:
June 14 2016
Citation
O'Connor J, Orr T (2016), "Using IBPs to improve the geotechnical properties of soil". Proceedings of the Institution of Civil Engineers - Ground Improvement, Vol. 169 No. 4 pp. 286–296, doi: https://doi.org/10.1680/jgrim.16.00005
Download citation file:
Suggested Reading
Laboratory investigation of shaft grouting
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (February,2015)
Iron- and calcium-based biogrouts for porous soils
Proceedings of the Institution of Civil Engineers - Construction Materials (November,2012)
Ground improvement in soft soils in Rio de Janeiro: the case of the Athletes' Park
Proceedings of the Institution of Civil Engineers - Civil Engineering (November,2013)
Laboratory investigation of geogrout inclusion: the influence of the substitution ratio
Proceedings of the Institution of Civil Engineers - Ground Improvement (October,2021)
Mechanical behaviour of grouted sands with acrylates and polyurethane resins
Proceedings of the Institution of Civil Engineers - Ground Improvement (May,2023)
Related Chapters
Analysis of single-fluid jet grouting
Ground and Soil Improvement
Field Measurement by Fully Grouted Vibrating Wire Piezometers
Crossrail Project: Infrastructure Design and Construction
Response of Buildings Supported on Shallow Footings to Tunnelling Induced Ground Movements: A Case Study of Selected Buildings at Bond Street Station.
Crossrail Project: Infrastructure design and construction
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
