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Efects of mineral suspension and dissolution on strength and compressibility of soft carbonate rocks
Abstract
© 2014 Elsevier B.V.Calcarenites are highly porous soft rocks formed of mainly carbonate
grains bonded together by calcite bridges. The above characteristics make them prone
to water-induced weathering, frequently featuring large caverns and inland natural
underground cavities. This study is aimed to determine the main physical processes
at the base of the short- and long-term weakening experienced by these rocks when
interacting with water. We present the results of microscale experimental investigations
performed on calcarenites from four different sites in Southern Italy. SEM, thin sections,
X-ray CT observations and related analyses are used for both the interpretation-definition
of the structure changes, and the identification-quantification of the degradation
mechanisms. Two distinct types of bonding have been identified within the rock: temporary
bonding (TB) and persistent bonding (PB). The diverse mechanisms linked to these two
types of bonding explain both the observed fast decrease in rock strength when water
fills the pores (short-term effect of water), identified with a short-term debonding
(STD), and a long-term weakening of the material, when the latter is persistently
kept in water-saturated conditions (long-term effect of water), identified with a
long-term debonding (LTD). To highlight the micro-hydro-chemo-mechanical processes
of formation and annihilation of the TB bonds and their role in the evolution of the
mechanical strength of the material, mechanical tests on samples prepared by drying
partially saturated calcarenite powder, or a mix of glass ballotini and calcarenite
powder were conducted. The long-term debonding processes have also been investigated,
using acid solutions in order to accelerate the reaction rates. This paper attempts
to identify and quantify differences between the two types of bonds and the relative
micro-scale debonding processes leading to the macro-scale material weakening mechanisms.
Type
Journal articlePermalink
https://hdl.handle.net/10161/10758Published Version (Please cite this version)
10.1016/j.enggeo.2014.10.024Publication Info
Ciantia, MO; Castellanza, R; Crosta, GB; & Hueckel, T (2015). Efects of mineral suspension and dissolution on strength and compressibility of soft
carbonate rocks. Engineering Geology, 184. pp. 1-18. 10.1016/j.enggeo.2014.10.024. Retrieved from https://hdl.handle.net/10161/10758.This is constructed from limited available data and may be imprecise. To cite this
article, please review & use the official citation provided by the journal.
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Tomasz Hueckel
Professor Emeritus in the Department of Civil & Environmental Engineering
Tomasz Hueckel received his master's degree in civil engineering from the University
of Technology in Gdansk, Poland, in 1968, his Ph.D. in applied mechanics from the
Polish Academy of Sciences in Warsaw, in 1974, and the D.Sc. in physical sciences
from the University of Grenoble, France, in 1985. He started his research career at
the Polish Academy of Sciences in Warsaw, then taught at the University of Rome and
the University of Technology in Milan before joining ISMES, a research institute

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