Strength Characteristics of Nonpenetrating Joint Rock Mass under Different Shear Conditions
المؤلفون المشاركون
Chen, Qingzhi
Liu, Yuanming
Pu, Shaoyun
المصدر
العدد
المجلد 2020، العدد 2020 (31 ديسمبر/كانون الأول 2020)، ص ص. 1-13، 13ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2020-08-24
دولة النشر
مصر
عدد الصفحات
13
التخصصات الرئيسية
الملخص EN
The mechanical property of jointed rock mass is an important factor to be considered in the analysis, evaluation, and design of actual rock engineering.
The existence of joints threatens the stability and safety of underground engineering projects built in the rock mass.
In order to study the change of mechanical properties and strength characteristics of nonpenetrating jointed rock mass under different test conditions, direct shear tests and triaxial tests were carried out.
Direct shear tests under different normal stresses were carried out for nonpenetrating jointed rock mass to prepare specimens for triaxial tests.
Then, triaxial tests were carried out to study the change of mechanical properties and strength characteristics of the nonpenetrating jointed rock mass.
In the direct shear test part, the greater the normal stress is, the stronger the shear strength and the more serious the shear failure would be.
The main conclusions are as follows: (1) the strength of rock mass would increase with the increase of confining pressure for those rock specimens with same degrees of shear after the direct shear test; (2) for rock specimens with different degrees of shear after the direct shear test, if the shearing degree of the rock specimen was greater, the strength of the rock specimen would be lower in the triaxial test; (3) for rock specimens with the same damage degree after direct shear test, the greater the normal stress in direct shear test is, the smaller the peak axial pressure would be in the triaxial test; (4) if the specimen was sheared under higher normal stress in direct shear test, the cohesion of it would be lower and the internal friction angle would be larger.
For the specimens under the same normal stress, if the shear failure of one specimen was more serious, the cohesion of it would be smaller and the internal friction angle would be larger.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Chen, Qingzhi& Liu, Yuanming& Pu, Shaoyun. 2020. Strength Characteristics of Nonpenetrating Joint Rock Mass under Different Shear Conditions. Advances in Civil Engineering،Vol. 2020, no. 2020, pp.1-13.
https://search.emarefa.net/detail/BIM-1121368
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Chen, Qingzhi…[et al.]. Strength Characteristics of Nonpenetrating Joint Rock Mass under Different Shear Conditions. Advances in Civil Engineering No. 2020 (2020), pp.1-13.
https://search.emarefa.net/detail/BIM-1121368
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Chen, Qingzhi& Liu, Yuanming& Pu, Shaoyun. Strength Characteristics of Nonpenetrating Joint Rock Mass under Different Shear Conditions. Advances in Civil Engineering. 2020. Vol. 2020, no. 2020, pp.1-13.
https://search.emarefa.net/detail/BIM-1121368
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1121368
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
تقوم هذه الخدمة بالتحقق من التشابه أو الانتحال في الأبحاث والمقالات العلمية والأطروحات الجامعية والكتب والأبحاث باللغة العربية، وتحديد درجة التشابه أو أصالة الأعمال البحثية وحماية ملكيتها الفكرية. تعرف اكثر