Influence of grain size and mineralogy on the strength of weak rocks

T. Cheema*, A. Al-Harthy, M. Al-Aghbari, M. Al-Aufi

*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingConference contribution

1 Citation (Scopus)

Abstract

In order to investigate the influence of grain size and mineralogy on the strength of weak rocks, eleven samples of weak rocks were collected from different areas of Muscat, Sultanate of Oman. Grain size properties included effective particle size, diameter, and the clay content. The behavior of clay and other minerals was studied with the help of Atterberg limits and XRD. Point load index, slake durability, cohesion and friction angles were taken as a measure of strength. The results indicate that grain-size can be correlated with the strength. A decrease in clay content and D10 resulted in higher strength values. The presence of quartz was not found to influence the angle of friction. However, slake durability of the weak rocks was significantly increased by the presence of quartz.

Original languageEnglish
Title of host publicationGeo Jordan 2004 - Advances in Geotechnical Engineering with Emphasis on Dams, Highway Materials, and Soil Improvement
Subtitle of host publicationProceedings of the Conference
PublisherASCE - American Society of Civil Engineers
Pages239-249
Number of pages11
ISBN (Print)0784407355, 9780784407356
DOIs
Publication statusPublished - 2004
EventGeo Jordan 2004 - Advances in Geotechnical Engineering with Emphasis on Dams, Highway Materials, and Soil Improvement: Proceedings of the Conference - Irbid, Jordan
Duration: Jul 12 2004Jul 15 2004

Publication series

NameGeotechnical Practice Publication
Volume1

Other

OtherGeo Jordan 2004 - Advances in Geotechnical Engineering with Emphasis on Dams, Highway Materials, and Soil Improvement: Proceedings of the Conference
Country/TerritoryJordan
CityIrbid
Period7/12/047/15/04

ASJC Scopus subject areas

  • General Engineering

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