UCL Discovery
UCL home » Library Services » Electronic resources » UCL Discovery

Influence of destructuration on the compression behaviour of a weak rock

Zimbardo, Margherita; Nocilla, Alessandra; Coop, Matthew Richard; (2022) Influence of destructuration on the compression behaviour of a weak rock. Geosciences , 12 (6) , Article 249. 10.3390/geosciences12060249. Green open access

[thumbnail of Coop_Influence of destructuration on the compression behaviour of a weak rock_VoR.pdf]
Preview
Text
Coop_Influence of destructuration on the compression behaviour of a weak rock_VoR.pdf

Download (1MB) | Preview

Abstract

The literature has highlighted the behaviour of several weak rocks and the role of structure in determining them. The need for understanding their behaviour is due to the instabilities or collapse that may involve human settlements built on these materials which are widespread all over the world. In previous studies, the authors highlighted that in Marsala, Sicily, underground calcarenite quarries have been involved in a number of collapses that have seriously damaged numerous overlying buildings. In order to investigate the influence of destructuration on the behaviour of the calcarenite of Marsala, this paper presents a preliminary investigation of the compression behaviour of the intact rock and of the same weak rock in a destructured state. A petrographic and physical characterisation of the material was carried out together with oedometer and isotropic compression tests. The investigation has highlighted behaviour not previously identified for other weak rocks in which the pores seem to play a key role; the destructured material can no longer be considered, as generally assumed for other weak rocks, as a reference.

Type: Article
Title: Influence of destructuration on the compression behaviour of a weak rock
Open access status: An open access version is available from UCL Discovery
DOI: 10.3390/geosciences12060249
Publisher version: https://doi.org/10.3390/geosciences12060249
Language: English
Additional information: © 2022 MDPI. This is an open access article distributed under the Creative Commons Attribution License (https://creativecommons.org/licenses/by/4.0/).
Keywords: structure; yielding behaviour; weak rocks; stiffness
UCL classification: UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science
UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science > Dept of Civil, Environ and Geomatic Eng
UCL > Provost and Vice Provost Offices > UCL BEAMS
UCL
URI: https://discovery.ucl.ac.uk/id/eprint/10150154
Downloads since deposit
Loading...
20Downloads
Download activity - last month
Loading...
Download activity - last 12 months
Loading...
Downloads by country - last 12 months
1.China
2
2.Russian Federation
1
3.Poland
1
4.Romania
1
5.United States
1

Archive Staff Only

View Item View Item