In fluid-saturated granular materials, the physicochemical interaction between pore-fluids and grain minerals alters packing conditions, which in turn leads to stress change, deformation and, in extreme cases, even collapse. Chemical weathering, either naturally occurring or induced by human activities, is among such processes. This paper presents an experimental study illustrating the major effects of chemical weathering on the deformation and stress state of granular materials, emphasising particulate systems entirely made by highly soluble carbonate grains. Laboratory experiments are conducted by subjecting granular assemblies to acidic environments under oedometric conditions. The reaction rate is controlled by regulating various testing parameters, such as acid concentration and pore fluid flow rate. Experiments revealed that the lateral earth pressure steadily reduces in some cases, while others exhibit non-monotonic evolution. From a macroscopic standpoint, the rate of the chemical reaction was critical to determine the emergence of either of these trends. Such findings are relevant for any particulate system in which the stress conditions are controlled by multi-physical processes proceeding at different rates, such as waste products within bioreactors, gouge materials within faults and natural deposits subjected to the injection/extraction of reactive fluids.
Article navigation
March 2022
Research Article|
January 31 2022
Evolution of earth pressure coefficient of sand undergoing varying rate of dissolution
P. Viswanath;
P. Viswanath
*Department of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur, India.
Search for other works by this author on:
A. Das;
A. Das
*Department of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur, India.
Search for other works by this author on:
G. Buscarnera
G. Buscarnera
†Department of Civil and Environmental Engineering, Northwestern University, Evanston, IL, USA.
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
May 04 2021
Accepted:
December 29 2021
Online ISSN: 2045-2543
ICE Publishing: all rights reserved
2022
Geotechnique Letters (2022) 12 (1): 74–79.
Article history
Received:
May 04 2021
Accepted:
December 29 2021
Citation
Viswanath P, Das A, Buscarnera G (2022), "Evolution of earth pressure coefficient of sand undergoing varying rate of dissolution". Geotechnique Letters, Vol. 12 No. 1 pp. 74–79, doi: https://doi.org/10.1680/jgele.21.00042
Download citation file:
Suggested Reading
Cementation of porous materials using calcite
Geotechnique (June,2002)
Numerical assessment of effects of strain rate on the critical state of crushable sand
Geotechnique Letters (January,2022)
Breakage and ultimate states for a carbonate sand
Geotechnique (November,2013)
The 1D normal compression line and structure permitted space of low–medium density chalk
Geotechnique Letters (December,2018)
Mechanical behaviour of low–medium density destructured White Chalk
Geotechnique Letters (May,2020)
Related Chapters
Reliability of traditional retaining wall design
Risk and Variability in Geotechnical Engineering
The New Deepwater “Marina Di Cicerone” at Formia (I)
From Sea to Shore – Meeting the Challenges of the Sea: (Coasts, Marine Structures and Breakwaters 2013)
Erosion protection
Port Designer's Handbook
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
