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

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

*المؤلف المقابل لهذا العمل

نتاج البحث: Conference contribution

1 اقتباس (Scopus)

ملخص

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.

اللغة الأصليةEnglish
عنوان منشور المضيفGeo Jordan 2004 - Advances in Geotechnical Engineering with Emphasis on Dams, Highway Materials, and Soil Improvement
العنوان الفرعي لمنشور المضيفProceedings of the Conference
ناشرASCE - American Society of Civil Engineers
الصفحات239-249
عدد الصفحات11
رقم المعيار الدولي للكتب (المطبوع)0784407355, 9780784407356
المعرِّفات الرقمية للأشياء
حالة النشرPublished - 2004
الحدثGeo Jordan 2004 - Advances in Geotechnical Engineering with Emphasis on Dams, Highway Materials, and Soil Improvement: Proceedings of the Conference - Irbid, Jordan
المدة: يوليو ١٢ ٢٠٠٤يوليو ١٥ ٢٠٠٤

سلسلة المنشورات

الاسمGeotechnical Practice Publication
مستوى الصوت1

Other

OtherGeo Jordan 2004 - Advances in Geotechnical Engineering with Emphasis on Dams, Highway Materials, and Soil Improvement: Proceedings of the Conference
الدولة/الإقليمJordan
المدينةIrbid
المدة٧/١٢/٠٤٧/١٥/٠٤

ASJC Scopus subject areas

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